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HomeMy WebLinkAbout10019 W 26th AvenueFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Commercial Sign Date: Thursday, February 3, 2022 10:35:04 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 10051 W. 26th Ave. Property Owner Name Quannah Partners Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 915-491-4008 Property Owner Email will.tomlin@quannahpartners.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Curt Marcolina What is your role in the General Contractor project? Wheat Ridge 110193 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-726-5015 (enter WITH dashes, eg 303-123-4567) Contact Email Address cdmsigns@yahoo.com for Plan Review Comments Retype Contact Email cdmsigns@yahoo.com Address DESCRIPTION OF WORK Scope of Work Install wall mounted sign Square Footage 11.49 Name of Business CIJM signs Location of Sign Is structural required? South Elevation No Upload any 8 1/2" x 11" Coffee plot plan.pdf pages Sign Installation Plan Set on 11 "x17" only. Project Value (contract value or cost of ALL materials and labor) 3400.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit Valuation Okay issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for curt Marcolina Pe rm it I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. LANDMARK I 'INC. August 23, 2019 Adam J. Radcliffe OK26, LLC 4441 Vallejo Street Denver, CO 80211 adam@outpostinv.com Subject: Asbestos -Containing Materials Survey Report for the Paramount Heights Shopping Center Located at 10019 West 26a' Avenue in Wheat Ridge, CO 80215. Landmark Project No. 19086.001.001. Dear Mr. Radcliffe: Landmark Environmental, Inc. (Landmark) has completed a non -intrusive survey for asbestos containing material (ACM) at the Paramount Heights Shopping Center located at 10019 West 26ffi Avenue in Wheat Ridge, Colorado (the Project Site). The purpose of the survey and associated inspections and sampling was to identify ACMs thatmust be managed or removed prior to planned redevelopment of the Project Site. This report presents the results and findings of the ACM Survey and associated recommendations. Scope of Work - Asbestos Containing Material Survey A United States (U.S.) Environmental Protection Agency (EPA) Asbestos Hazard and Emergency Response Act (AHERA), and Colorado Department of Public Health and Environment (CDPHE) Certified Asbestos Building Inspector (CABI) performed the ACM survey. Landmark performed the Survey July 31 - August 2, 2019. Unit LL4 was inaccessible at the time of the inspection and is excluded from the survey. Sampling was conducted in accordance with EPA, AHERA, and U.S. Occupational Safety and Health Administration (OSHA) Chapter 29 Code of Federal Regulations (CFR) 1926.1101 requirements, as well as generally accepted industry standards. The survey was also performed in a manner to address the new CDPHE Asbestos Inspection and Report Requirements guidance document issued February 28, 2018. Bulk samples of accessible suspect ACMs were collected in a representative manner as determined by the CABI. Bulk material samples were collected by taking representative samples that included all layers within the suspect ACM. Sampling was limited to materials that were visible and readily accessible to the CABI. City of Wheat Ridge Building Division 5/4/2020 R.S. 7881 Shaffer Parkway • Littleton, CO 80127 Office: 720.283.8974 • Fax 720.283.8666 The bulk suspect ACM samples were submitted to DCM Science Laboratories, Inc (DCM), located in Wheat Ridge, Colorado. DCM is a National Voluntary Laboratory Accreditation Program (NVLAP) accredited laboratory and is also accredited by the American Industrial Hygiene Association (AIHA). The samples were analyzed using Polarized Light Microscopy (PLM) to determine asbestos type and percent. Where appropriate, some sample groups were analyzed progressively (analyses will stop after the first sample containing greater than one percent asbestos). The U.S. EPA National Emission Standards for Hazardous Air Pollutants (NESHAPS) regulations require supplemental "point count' analysis for materials with asbestos contents ranging from a trace to ten percent. Generally, about ten percent of the samples collected will require further analysis using the point count methodology. Suspect ACM identified during the inspection are classified into condition and potential hazard categories. This information is presented on the Homogeneous Area Building Inspection Forms in Appendix A. Asbestos Reeulatory Criteria Applicable asbestos regulations define ACM as material containing greater than one percent asbestos by weight, volume or surface area, and distinguish between friable and non -friable forms of ACM. Friable ACMs can be crumbled or reduced to powder by hand pressure when dry, while non -friable materials cannot. Applicable regulations require that if any one sample of a homogenous area (material) contains greater than one percent asbestos, the entire homogenous material is considered asbestos containing. Regulated ACM (RACM) are those ACMs that are required by EPA and CDPHE regulation to be removed prior to demolition or renovation activities that will impact these materials. RACM are either friable ACM and/or non -friable materials likely to be rendered friable during the demolition/renovation processes (which are more likely to release airborne asbestos). Under normal structural building demolition activities, non -friable Category I materials (such as floor tile, roofing, and gasket material) and similar non -friable Category II materials are considered non-RACM and can remain during normal demolition and canbe disposed of as normal construction and demolition (C&D) debris, provided these materials remain non -friable during demolition activities. In the event of building renovation, then all ACMs identified that will be directly impacted by renovation activities will require abatement. Asbestos Survey Findings Landmark collected 314 bulk samples from a total of 150 different suspect ACMs. The samples were submitted for laboratory analysis and the following results were exhibited: 1 Landmark Environmental, Inc. Page 2 of Twenty-eight building materials resulted in concentrations of greater than one percent asbestos. Three materials were presumed to contain asbestos based on historical knowledge of type of material, inaccessibility, or inability to sample due to damage to finishes at tenant request. Seven materials were confirmed to contain trace amounts of asbestos. Detailed information such as homogeneous material description, friability, condition, sample number, sample location description and percent type of asbestos for each homogeneous material listed below is presented in Attachment A (Homogenous Area Inspection Log). Information such as estimated quantities and locations of sampled materials are presented in Attachment B (Summary of ACMs), Attachment C (Summary of Tmce-ACMs) and Attachment D (Summary of Non-ACMs Report). Laboratory results are included in Attachment E (Laboratory Analytical Results). A Figure labeling Landmark's room identifier naming convention is in Attachment F (Room Labeling Figure). Company and CABI licenses and credentials are included in Appendix G (Credentials). Confirmed ACM: Based on the laboratory analytical results, the following materials have been confirmed to contain ACM: 1. Baseboard Adhesive (BBA05): Non -friable tan/yellow adhesive with tan baseboard in ML7. The baseboard adhesive does not contain asbestos, but some drywall joint compound was included in the sample which contains some ACM. The BBA05 is adhered to CDW 06, which has ACM joint compound. 2. Baseboard Adhesive (BBA06): Non -friable black adhesive associated with tan baseboard in LL5. The baseboard adhesive contains ACM (1 % chrysotile). Additionally, some of the j oint compound from the wall was included in the sample which contains ACM. BBA06 is adhered to CDW07, which has a trace -ACM (<1%) joint compound. 3. Baseboard Adhesive (BBA15): Non -friable black adhesive associated with tan baseboard in ML2. The baseboard adhesive does not contain ACM, but some of the drywall joint compound was included in the sample which contains ACM. BBA15 is adhered to CDWOI, which has a trace -ACM (<1%) joint compound. 4. Baseboard Adhesive (BBA17): Tan adhesive with tan cove base in LL7 Restroom. The baseboard adhesive does not contain ACM, butj oint compound from the wall was included in the sample and exhibited ACM. BBA17 is adhered to CDW 17 which has a trace -ACM (<1%) containing joint compound. 17 Landmark Environmental, Inc. Page 3 of 5. Carpet Adhesive (CA04): Yellow carpet adhesive associated with dark blue carpet in LL9. The carpet adhesive does not contain ACM, however, a non -friable white floor file (4% chrysotile) that contains ACM was found under the carpet and included in the samples for CA04. 6. Carpet Adhesive (CA08): Brown carpet adhesive associated with brown carpeting in ML7. The carpet adhesive does not contain ACM, however, a non -friable brown floor that contains ACM (20% chrysotile) was found under the carpet. 7. Carpet Adhesive (CA15): Yellow carpet adhesive associated with blue carpet in northern room of ML4. The carpet adhesive does not contain ACM, however, a friable linoleum (80% chrysotile) that contains ACM was found under the carpet. 8. Carpet Adhesive (CA18): Yellow carpet adhesive associated with blue carpeting in front room of LL6. There is a white fibrous layer that contains 80% chrysotile and should be treated as a friable material. It is assumed to be under the entire carpeted area. 9. Composite Drywall, Tape, and Joint Compound and Texture (CDW06): Friable ACM - containing drywall joint compound and texture on all wall in ML7 (1% chrysotile in j oint compound, 0.07% composite in the wall system). 10. Composite Drvwall, Tape, and Joint Compound (CDW 14): Internal drywall wall system in LL3 contains greater than 1% ACM in the joint compound (1% chrysotile in joint compound, 0.06% composite in the wall system). 11. Composite Drvwall, Tape, and Joint Compound (CDW 16): Drywall systems in room LL6 contain greater than 1% ACM in the joint compound (1% in the joint compound, 0.1% composite in the wall system). 12. Floor Tile and Associated Mastic (FTCO2): White mottled floor tiles associated with black and yellow adhesives in LL9 restrooms. Floor file and mastics did not contain ACM, but a white fibrous debris in the adhesives contained 80% chrysotile ACM. It is assumed that this material is under the entire floor in LL9 restrooms. 13. Floor Tile and Associated Mastic (FTC06): Friable gray geometric linoleum and associated brown mastic in LL9 women's restroom contained 80% chrysotile ACM. 14. Floor Tile and Associated Mastic (FTC08): 12" x 12" teal/blue geometric floor tiles and associated black mastic in LL9. The non -friable floor file contains 4% chrysotile ACM. 15. Floor Tile and Associated Mastic (FTC10): 9"x9" teal mottled floor file with black mastic in LL9. The non -friable floor file contains 7% chrysotile ACM. 1 Landmark Environmental, Inc. Page 4 of 16. Floor Tile and Associated Mastic (FTC12): Multiple layers of floor tiles and mastics in ML8. A non -friable green file in the flooring contains 9% chrysotile ACM. 17. Floor Tile and Associated Mastic (FTC13): Multiple layers of floor tiles and mastics in ML8. A non -friable green file in the flooring contains 9% chrysotile ACM. 18. Floor Tile and Associated Mastic (FTC16): Gray top layer of floor file and mastic with multiple layers undemeath associated with rock surface. A non -friable green file in the flooring system contains 9% chrysotile ACM. 19. Floor Tile and Associated Mastic (FTC20): White 12" x 12" floor file an associated yellow mastic in ML7. Friable debris was detected in the mastic layer of the sample containing approximately 12% chrysotile ACM. It is anticipated to exist under the entire floor in ML7. 20. Floor Tile and Associated Mastic (FTC21): Tan floor file with yellow mastic in ML7. A non -friable brown floor file contains 17% chrysotile ACM was found under the main tan tile. It is presumed to exist under this type of flooring in ML7. 21. Floor Tile and Associated Mastic (FTC26): Friable gray geometric linoleum and associated adhesives in LLl — south east storage room contains 79% chrysotile in the backing material. 22. Floor Tile and Associated Mastic (FTC41): Tan floor file with black adhesive. No ACM was found in the file or the adhesives, but multi -colored debris was found in the adhesive layers which contained ACM (1% chrysotile). Any area covered by this file should be assumed to have ACM -containing debris in the adhesives below the tile. 23. Floor Tile and Associated Mastic (FTC45): 12" x 12" green/white mottled floor file and associated black mastic in LL3. The non -friable tiles contain 9% chrysotile ACM. 24. Floor Tile and Associated Mastic (FTC48): Gray painted and yellow adhesive coated, multi -colored 9" x 9" floor file with black mastic in LL6 restroom. Non -friable floor file contains 18% chrysotile ACM. 25. Floor Tile and Associated Mastic (FTC49): Black and white floor file and associated black mastic — strip of flooring from where an internal wall had been removed in LL6. Non - friable floor file contains 7% chrysotile ACM. 26. Floor Tile and Associated Mastic (FTC50): Friable tan linoleum and associated adhesives in entryway and restroom in LL6. The linoleum backing contains 78% chrysotile ACM. 27. Wallpaper (OT06): Tan burlap sack style wallpaper and associated adhesive in LL3. This material has a friable tan fibrous layer that contains 1% chrysofile ACM. 1 Landmark Environmental, Inc. Page 5 of 28. Sprav-on Acoustical/Texturing (SOA011: Friable white popcorn spray -applied acoustical material on top of ceiling tiles in main dining area and foyer of MLI contains 5% chrysotile ACM. Presumed ACMs: 1. Roofing Felts and Tars: Tar impregnated roofing materials are presumed to contain more than one percent ACM. They were not sampled in order to maintain the integrity of the roofing system. 2. Floor Tile and Mastic WFC25): Six-inch by 36 -inch grey wood grain floor tiles and associated mastic in the main area of MLS. 3. Floor Tile and Mastic WFC391: Gray floor linoleum at the southwest end of ML2 near refrigerators. 4. Subsurface piping and Electrical Systems: ACM may be present on subsurface piping systems such as water or electrical systems. 5. Foundation Sealants: Areas at concrete footings or foundations were not accessible or sampled and ACMs such as non -friable sealants should be assumed to be present. Confirmed Tmce-ACMs: 1. Composite Drvwall, Tape, and Joint Compound (CDWOF: Painted drywall system associated with Stairwell (SF, adjacent and sharing walls with ML2 and MD. 2. Composite Drvwall, Tape, and Joint Compound (CDW03): Painted drywall system associated with LL9. 3. Composite Drvwall, Tape, and Joint Compound (CDW04): Painted drywall system associated with interior wall and ceiling in ML8. 4. Composite Drvwall, Tape, and Joint Compound (CDW05): Painted drywall system associated with ML9. 5. Composite Drvwall, Tape, and Joint Compound (CDW07): Painted drywall system associated with LLS. 6. Composite Drvwall, Tape, and Joint Compound (CDW10): Painted drywall system associated with LLI. 7. Composite Drvwall, Tape, and Joint Compound (CDW17): Painted drywall system associated with LL7. 1 Landmark Environmental, Inc. Page 6 of Conclusions and Recommendations The EPA, CDPHE and OSHA require that the ACM listed above, if impacted during renovation be removed prior to the onset of renovation activities. Removal of these materials must be performed by CDPHE Licensed General Abatement Contractor (GAC) in accordance with applicable regulations should these materials be expected to be impacted during the renovation. Trace containing materials must be removed prior to renovation by trained workers following OSHA safe work practices if it they be impacted. It is recommended that these activities also be performed by a GAC. If an abatement project is anticipated, a Scope of Work (SOW) should be developed. In the event of a demolition, eleven materials (CA15, CA 18, FTCO2, FTC06, FTC20, FTC26, FTC39, FTC41, FTC50, OT06, and SOA01) are considered RACM and are required to be removed prior to demolition. An additional intrusive investigation including previously inaccessible areas and currently concealed areas (pipe chases, interstitial spaces, foundations, and roofs) would also need to be performed prior to a demolition when the building is vacant Building and/or facility owners are required to notify contractors, employees of the owner, and tenants Ill may impact building materials where ACM and/or presumed ACM is located throughout the building. If abatement or renovation/demolition will not be performed proper management in place of ACM is recommended through the development and implementation of an Asbestos Operations and Maintenance (O&M) Program. Limitations It should be noted that no intrusive investigation of wall interiors, ceiling and other cavities, and below grade structures was performed during this survey. In the event of demolition or renovation, ACM could be discovered that was not identified during this investigation. Intrusive investigation of building materials to be impacted by renovation or demolition is recommended prior to conducting such work. This document is not intended to be used as a bid document for the removal, repair, encapsulation, enclosure, or O&M of ACM. Quantities of identified ACM should be field verified by the contractor prior to bidding on any and all work associated with this written inspection report. Landmark can prepare a SOW/Project Design, bid documents, removal and repair methods / procedures, specifications and O&M Plans if desired by the Customer. These documents, if requested, will be prepared by EPA accredited and state certified individuals. Landmark performed ACM response services in a manner consistent with the level of care and expertise exercised by members of the ACM inspection and assessment profession. Landmark does not imply or guarantee that every suspect ACM on or in the building has been identified or sampled. 17 Landmark Environmental, Inc. Page 7 of Landmark appreciates the opportunity to provide our services on this important prof ect. Please feel free to contact us if you have any questions or if we can provide any additional assistance. Respectfully, Landmark En("v/fiirr`oon/nmental, Inc. Bran�azd, CIL 'CS P � M tthe Project Manager Principal Attachment A —Homogenous Area Inspection Log Attachment B — Summary of ACMs Attachment C — Summary of Trace-ACMs Attachment D — Summary of Non-ACMs Attachment E— Laboratory Analytical Results Attachment F—Room Labeling Figure Attachment G — Credentials 17 Landmark Environmental, Inc. Page 8 of Attachment A HOMOGENOUS AREA INSPECTION LOG LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby Condition Photo Baseboard Adhesive surfacing (S) 2ble(F) �- Material Code: Material Sequence: Size: BBA O1 Color: Pattern / Texture: Associated Materials: Black and Tank Tara Baseboard in Men's Restroom Quantity (SF/LF/EA): Material Type: Friability: 100 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Catego: Fair Moderate NA Material Notes: Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-LL9-BBA01-01 Men's RR E Wall E Entry T from S None Detected PH-LL9-BBA01-02 Women's RR E Wall 3' From South None Detected PH-LL9-BBA01-03 Men's RR wall 3' from W Wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Baseboard Adhesive surfacing (S) 2ble(F) B A02 Material Code: Material Sequence: Size: BBA 02 Color: Pattern / Texture: Associated Materials: Type l N on Friable Quantity SF/LF/EA : Material Type: Friability: 30 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Moderate NA Material Notes: Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-LL9-BBA02-01 4. Damaged orsignificantly damaged triable miscellaneous ACM 15from N wall on e wall None Detected PH-LL9-BBA02-02 E wall 10' from n wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Disturbance Po[ental Inspector(s): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Associated Materials: Photo Baseboard Adhesive Quantity (SF/LF/EA): Material Type: 10 SF M Material Code: Material Sequence: Size: BBA 03 3. Significantly dam aged triable surfacing ACM Color: Pattern / Texture: Associated Materials: Yellow Gray Baseboard in Restrooms Quantity SF/LF/EA : Material Type: 5 SF M Type II Non-F Friability:Iiiii Condition: Disturbance Potential: Fair Moderate Material Notes: ML9 Restrooms Assessment Cat NA Sample Number: None Detected Sample Location Description: Analytical Results: PH-ML9-BBA03-01 S RR S Wall 2' from E Wall None Detected PH-ML9-BBA03-02 N RR N Wall 2' from E Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Disturbance Po[ental Baseboard Adhesive surfacing (S) Good (G) Material Code: Material Sequence: Size: BBA 04 Color: Pattern / Texture: Associated Materials: Fair (F) Moderate(M) Quantity (SF/LF/EA): Material Type: 10 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Cate o NA Material Notes: 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-ML7-BBA04-01 N Wall 5' from E Wall None Detected PH-ML7-BBA04-02 S Wall at West wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Photo Baseboard Adhesive Photo Baseboard Adhesive Material Code: Material Sequence: Size: 2ble(F) _ -X- Material Code: Material Sequence: Size: BBA 05 Color: Pattern / Texture: Associated Materials:- Tan/Yellow Tan Baseboard Quantity (SF/LF/EA): Material T e: Friability: 10 SF M Type II Non -Friable - Condition: Disturbance Potential: Assessment Category: Good Low NA Quantity SF/LF/EA : Material Type: 20 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Good Low Assessment Cate o NA Material Notes: ML7 PH-LL5-BBA06-02 Bathroom NW Comer 2.0% Chrysotile - Texture 4. Damaged orsignificantly damaged triable miscellaneous ACM Sample Number: Sample Location Description: Analytical Results: PH-ML7-BBA05-01 N Room N Wall at West Wall TR Chrysotile —Texture PH-ML7-BBA05-02 E wall 2' from N Wall 2 Chrysotile —Texture TR -1 Chrysotile - Adhesive 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Photo Baseboard Adhesive Disturbance Po[ental Assessment Categories: Material Code: Material Sequence: Size: 2ble(F) BBA 06 F. (D Color: Pattern / Texture: Associated Materials: Therm at System Insulation (TSI) Tan Baseboard in S Black Hallway and Bathroom in LL Fair (F) Moderate(M) Quantity (SF/LF/EA): Material T e: Friability: 10 SF M Type II Non -Friable Mlscellaneous(M) Condition: Disturbance Potential: Assessment Category: Good Low NA Poor (P) Material Notes: 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LL5-BBA06-01 S Hallway NW Comer None Detected PH-LL5-BBA06-02 Bathroom NW Comer 2.0% Chrysotile - Texture 4. Damaged orsignificantly damaged triable miscellaneous ACM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) BBA08 - Good (G) Material Code: Material Sequence: Size: BBA 08 Homogeneous Material Description: Tan White Wood Baseboard in LL 1 Photo Baseboard Adhesive Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: _ iiii Material Code: Material Sequence: Size: BBA 07 PH-LLI-BBA08-01 Color: Pattern / Texture: Associated Materials: Yellow/Tan Bl ack BaseboardQuan ' SF/LF/EA : Material T e: Friabili :20 SF M Type Condition: Disturbance Potential: Good Low Material Notes: Sample Number: 6. ACBMwldopatent a torslgniticent dam age Sample Location Description: Analytical Results: PH-ML6-BBA07-01 ML6 Bathroom E Wall T from N Wall None Detected PH-ML6-BBA07-02 ML6 Bathroom S Wall 6" from W wall None Detected Homogeneous Material Description: Fnabiby Condition Photo Baseboard Adhesive surfacing (S) BBA08 - Good (G) Material Code: Material Sequence: Size: BBA 08 Color: Pattern / Texture: Associated Materials: Tan White Wood Baseboard in LL 1 Quantity (SF/LF/EA): Material Type: Friability: 65 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Mlscellaneous(M) Sample Number: Sample Location Description: Analytical Results: PH-LLI-BBA08-01 E Hall W Wall 5' from South Wall None Detected PH-LLI-BBA08-02 Main Hallway N Wall Y from E Wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Baseboard Adhesive Inspectons): Deters/Niles B B A 1 0 - — _ t 1!x'1--- Material Code: Material Sequence: Size: BBA 10 1. Damaged or slgnlfical damaged TSI ACM Homogeneous Material Description: Associated Materials: Yellow Gray Baseboard Quantity (SF/LF/EA): Material Type: Friability: 60 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: LLI Food Storage 200 Photo Baseboard Adhesive PH-LLI-BBA10-01 Food Storage N. Wall 3' from East Wall None Detected BBA09 �" Material Code: Material Sequence: Size: BBA 09 Color: Pattern/Texture: White Associated Materials:�� Black Baseboard Quantity (SF/LF/EA): Material Type: 15 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Good Low Assessment Cate o NA Material Notes: Black Baseboard Sample Number: 5. ACBMwltln potei for damage Sample Location Description: Analytical Results: PH-LLI-BBA09-01 N Wall 15' from E Wall None Detected PH-LLI-BBA09-02 N Wall 3' from E Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Photo Baseboard Adhesive Assessment Categories: B B A 1 0 - — _ t 1!x'1--- Material Code: Material Sequence: Size: BBA 10 1. Damaged or slgnlfical damaged TSI ACM Color: Pattern/Texture: Associated Materials: Yellow Gray Baseboard Quantity (SF/LF/EA): Material Type: Friability: 60 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: LLI Food Storage 200 Sample Number: Sample Location Description: Analytical Results: PH-LLI-BBA10-01 Food Storage N. Wall 3' from East Wall None Detected PH-LLI-BBA10-02 Food Storage S. Wall 5' from W Wall None Detected 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK ENVIM�XNFMPL INC. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Photo Date: 07-31,08-01,08-02-2019 Assessment Categories: Inspectons): Deters/Niles Material Code: Material Sequence: BBA 12 Color: Pattern / Texture: Tan Quantity (SF/LF/EA): Material Type: 3 SF M Size: Associated Materials: Black Baseboard Friability: Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Low NA Homogeneous Material Description: ML Behind Bar Photo Baseboard Adhesive Sample Location Description: Analytical Results: BBA 1 l Nailed down Material Code: Material Sequence: Size: BBA II Color: Pattern / Texture: Associated Materials: 4. Damaged orsignificantly damaged triable miscellaneous ACM Quantity (SF/LF/EA): Material Type: Friability: 5. ACBMwltln potei for damage Condition: Disturbance Potential: Assessment Cate o Material Notes: Nosuspect material Sample Number: Sample Location Description: Analytical Results: Not Sampled 7. Any remaining friable ACBM of maple suspected ACBM Not Sampled Not Sampled Homogeneous Material Description: Fnabiby 2ble(F) Photo Baseboard Adhesive Assessment Categories: `•� :* t. - - Material Code: Material Sequence: BBA 12 Color: Pattern / Texture: Tan Quantity (SF/LF/EA): Material Type: 3 SF M Size: Associated Materials: Black Baseboard Friability: Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: ML Behind Bar 2 Damaged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-MLI-BBA12-01 ML 1 Bar West Side at the N End of the Bar None Detected PH-MLI-BBA12-02 MLI Bar West Side of South End None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Baseboard Adhesive Inspectons): Deters/Niles BBA14 3e Material Code: Material Sequence: Size: BBA 14r 1. Damaged or slgnlfical damaged TSI ACM Homogeneous Material Description: Associated Materials: Photo Baseboard Adhesive Quantity (SF/LF/EA): Material Type: - Material Code: Material Sequence: Size: BBA 13 Assessment Category: Color: Pattern / Texture: Associated Materials: Yellow Black Baseboard Quantity (SF/LF/EA): Material Type: Friability: 25 SF M Type II Non -Friable Condition: Disturbance Potential: Fair Moderate Material Notes: Ll Kitchen baseboard Assessment Cate o NA PH-MLI-BBA14-01 MLI Kitchen W Wall 8" from South None Detected Sam Ie Number: MLI Kitchen W Wall at South Wall None Detected Sample Location Description: Analytical Results: PH-MLI-BBA13-01 MLI Kitchen E Wall 5' From N Wall None Detected PH-MLI-BBA13-02 7. Any remaining friable ACBM of maple suspected ACBM MLI Kitchen E Wall 18' from N Wall None Detected Homogeneous Material Description: Fnabiby Photo Baseboard Adhesive Assessment Categories: BBA14 3e Material Code: Material Sequence: Size: BBA 14r 1. Damaged or slgnlfical damaged TSI ACM Color: Pattern / Texture: Associated Materials: Brown Gray Baseboard Quantity (SF/LF/EA): Material Type: Friability: 75 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Moderate NA Material Notes: MLI Kitchen IF Sam Ie Number: Sample Location Description: Analytical Results: PH-MLI-BBA14-01 MLI Kitchen W Wall 8" from South None Detected PH-LLI-BBA14-02 MLI Kitchen W Wall at South Wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) BA1 6 ) .!<. _ Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Photo Baseboard Adhesive Tan Wooden Baseboard Material Code: Material Sequence: Size: BBA 15 Type II Non -Friable Color: Pattern / Texture: Associated Materials: Tan Gray Basecoat C Z h NJ Quantity (SF/LF/EA): Material Type: 7 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Good Low Assessment Category NA Material Notes: ML2 N Bathroom LL6A E Wall at the South End Sample Number: PH-LL6-BBA16-02 Sample Location Description: Analytical Results: PH-ML2-BBA15-01 ML2 N Bathroom N Wall E End None Detected PH-ML2-BBA15-02 ML2 N Bathroom S Wall E End TR -1 Chrysotile - Texture Homogeneous Material Description: Fnabiby Condition Photo Baseboard Adhesive surfacing (S) 2ble(F) BA1 6 ) .!<. _ Material Code: Material Sequence: Size: BBA 16B Type l N on Friable Color: Pattern / Texture: Associated Materials: Tan Wooden Baseboard Quantity (SF/LF/EA): Material Type: Friability: 160 LF M Type II Non -Friable Conition: dDisturbance Potential: Assessment Category: Fair Low NA Material Notes: LL6 Sample Number: Sample Location Description: Analytical Results: PH-LL6-BBA16-01 LL6A E Wall at the South End None Detected PH-LL6-BBA16-02 LL6 D E Wall Center of Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) 2ble(F) C A _ Material Code: Material Sequence: Size: CA 01 Color: Pattern / Texture: Associated Materials: Yellow Blue& Black Carpet in Common Area SI Quantity (SF/LF/EA): Material Type: Friability: Homogeneous Material Description: Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: Photo Sample Location Description: Baseboard Adhesive PH-Sl-CA01-01 - None Detected Material Code: Material Sequence: Size: BBA 17 Color: Pattern / Texture: Tan Associated Materials: Tan Base Cove Quantity (SF/LF/EA): Material Type: Friability: 5 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: LL7 Restroom Baseboard ample Number: Sample Location Description: Analytical Results: PH-LL7-BBA17-01 LL7 E Side of Restroom Door TR -1 Chrysotile —Texture PH-LL7-BBA17-02 LL7 Under sink in Restroom TR -1 Chrysotile —Texture Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) 2ble(F) C A _ Material Code: Material Sequence: Size: CA 01 Color: Pattern / Texture: Associated Materials: Yellow Blue& Black Carpet in Common Area SI Quantity (SF/LF/EA): Material Type: Friability: 360 SF 2Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-Sl-CA01-01 Upper level SW comer None Detected PH-Sl-CA01-02 Lower level bottom of stairs by w wall None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Fnabiby Project: Paramount Heights Shop/Cntr 19086.001.001 Photo Date: 07-31,08-01,08-02-2019 surfacing (S) Inspectons): Deters/Niles � 1 , Material Code: Material Sequence: Size: CA 03 Type l N on Friable Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Brown Carpet Photo Carpet Adhesive onMon: Disturbance Potential: Coll Assessment Category: �� Material Code: Material Sequence: Size: CA 02 4. Damaged orsignificantly damaged triable miscellaneous ACM Color: Pattern / Texture: Associated Materials: Analytical Results: PH-LL9-CA03-01 Quantity (SF/LF/EA): Material Type: Friability: PH-LL9-CA03-02 NE Office w side entry Condition: Disturbance Potential: Assessment Category: Material Notes: Not used 7. Any remaining friable ACBM of maple suspected ACBM Sample Number: Sample Location Description: Analytical Results: Not Used Not Sampled Not Sampled Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) T. � 1 , Material Code: Material Sequence: Size: CA 03 Type l N on Friable Color: Pattern / Texture: Associated Materials: Yellow Brown Carpet Quantity (SF/LF/EA): Material Type: 300 SF M Friability: Type II Non -Friable onMon: Disturbance Potential: Coll Assessment Category: Fair Low Choose anitem. Material Notes: 4. Damaged orsignificantly damaged triable miscellaneous ACM Sample Number: Sample Location Description: Analytical Results: PH-LL9-CA03-01 NE Office, w side entry None Detected PH-LL9-CA03-02 NE Office w side entry None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Carpet Adhesive CA 05 Color: Pattern / Texture: Associated Materials: Yellow Light Blue/Brown Quantity (SF/LF/EA): Material Type: Friability: 1000 SF M Type II Non -Friable Material Code: Material Sequence: Size: CA 04 Analytical Results: Color: Pattern / Texture: Yellow Associated Materials: Dark Blue Quantity (SF/LF/EA): Material Type: 300 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Assessment Category;_ Fair Low NA Material Notes: Poor (P) Sample Number: Sample Location Description: Analytical Results: PH-LL9-CA04-01 Foyer e side N Wall 10' from E 4.0% Chrysotile —White file under carpet PH-LL9-CA04-02 North entry Not analyzed 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo k Carpet Adhesive Material Code: Material Sequence: Size: CA 05 Color: Pattern / Texture: Associated Materials: Yellow Light Blue/Brown Quantity (SF/LF/EA): Material Type: Friability: 1000 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: Sample Number: Sam Ie Location Description: Analytical Results: PH-LL9-CA05-01 Seating area, e side adjacenttos end of bar 20' from s None Detected PH-LL9-CA05-02 Seating Area, e side at bar entry 35' from n wall None Detected Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM Matenal Type Fnabiby 2ble(F) Condition Disturbance P°[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Mo°erate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: CA 07 Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friabili : Photo Carpet Adhesive Sample Number: ' - ' Material Code: Material Sequence: Size: CA 06 Color: Pattern / Texture: Associated Materials: Yellow Blue and yellow wall carpet with black foam backing Quan ' SF/LF/EA : Material Type: Friabili : 4000 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: 6. ACBMwldopatent a torslgniticent dam age Sample Number: Sample Location Description: Analytical Results: PH-LL9-CA06- N wall 50' from east wall Pup None Detected PH-LL9-CA06-02 S wall 20' from west wall Yup None Detected Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: CA 07 Color: Pattern / Texture: Associated Materials: Yellow Teal Carpet in storage room Quantity (SF/LF/EA): Material Type: Friabili : 1,500 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Moderate NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-LL9-CA07-01 SW Storage Room at NW Comer None Detected PH-LL9-CA07-02 SW Storage Room at NW Comer None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Disturbance Po[ental Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: CA 09 Color: Pattern / Texture: Associated Materials: Brown Carpefing in Office and Storage Room Homogeneous Material Description: 400 SF M Type II Non -Friable Photo Carpet Adhesive 2 Damaged triable surfacing ACM • • L Material Code: Material Sequence: Size: CA 08 3. Significantly dam aged triable surfacing ACM Color: Pattern / Texture: Brown Associated Materials: Brown Carpetmg Quantity (SF/LF/EA): Material Type: 200 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Fair Low Assessment Category: NA Material Notes: ML7 None Detected Sample Number: Sample Location Description: Analytical Results: PH-ML7-CA08-01 N. Wall of Front Room w end of carpet None Detected PH-ML7-CA08-02 N Wall of Front Room 41 from E end of carpet 20% Chrysotile — Brown file under carpet 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Disturbance Po[ental Carpet Adhesive surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: CA 09 Color: Pattern / Texture: Associated Materials: Brown Carpefing in Office and Storage Room Quantity (SF/LF/EA): Material Type: Friability: 400 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Sample Number: 3. Significantly dam aged triable surfacing ACM Sample Location Description: Analytical Results: PH-LL5-CA09-01 Hall NE Comer None Detected PH-LL5-CA09-02 Restroom NE Comer None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) 2ble(F) • Material Code: Material Sequence: CA 10 Size: Therm at System Insulation (TSI) CAI 0 Nailed Down Color: Pattern / Texture: Associated Materials: Speckled Carpet in Waiting room and hallways Quantity (SF/LF/EA): Material Type: Friability: Condition: Disturbance Potential: Assessment Cate o Material Notes: 300 SF Nailed no adhesive PH -1,1,5 -CAH -01 Sample Number: None Detected Sample Location Description: Analytical Results: Not Sam led Not Sampled Not anal ed 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) 2ble(F) • Material Code: Material Sequence: CA 11 Color: Pattern / Texture: Quantity (SF/LF/EA): Material Type: 300 SF M Condition: Disturbance Potential: Good Low Material Notes: Size: Associated Materials: Friability: Type II Non -Friable Assessment Category: NA Therm at System Insulation (TSI) Sample Number: Sample Location Description: Analytical Results: PH -1,1,5 -CAH -01 Mlscellaneous(M) None Detected PH -1,1,5 -CAH -02 Hlgb(H) None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK \� ENVIM1�XNEMYINC- 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) _ - Material Code: Material Sequence: Size: Homogeneous Material Description: Associated Materials: No Adhesive Friability: Photo Carpet Adhesive Condition: Disturbance Potential: _ _ - - Material Code: Material Sequence: Size: CA 12 Color: Pattern / Texture: Associated Materials: Yellow Blue Shag Carpet in bedroom area Quantity (SF/LF/EA): Material Type: Friability: 500 SFT M e II Non -Friable Condition: Disturbance Potential: Assessment Catego Good Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-LLI-CA12-01 LL Bedroom area 211 from N Wall T from W Wall None Detected PH-LLI-CA12-01 LLl Bedroom SE Comer None Detected Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Carpet Adhesive surfacing (S) _ - Material Code: Material Sequence: Size: CA 13 Color: Pattern / Texture: Quantity (SF/LF/EA): Material Type: Associated Materials: No Adhesive Friability: Fair (F) Moderate(M) Condition: Disturbance Potential: Assessment Cate o Material Notes: C arigeting on Sta ge in Main Bar Area 200 SF Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: Not Sampled Not Sampled Not analyzed 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlsce111aneous(M) Type l l N onFnable(11) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectors): Deters/Niles Size:.k a CA 15 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friability: Photo Carpet Adhesive Sample Number: _ G- Material Code: Material Sequence: Size: CA 14 80% Chrysotile — Linoleum backing under carpet Color: Pattern / Texture: Yellow Associated Materials: Black/Purple Speckled Carpeting in Restaurant Dining areas Quan ' SF/LF/EA : Material Type: 2750 SF M Friabili : Type II Non -Friable Condition: Disturbance Potential: Good Low Material Notes: MLI Assessment Category: NA Sample Number: Sample Location Description: Analytical Results: PH-MLI-CA14-01 Dining Room NE Comer None Detected PH-MLI-CA14-02 Dirung Room SW Comer None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Carpet Adhesive Material Code: Material Sequence: Size:.k a CA 15 Color: Pattern / Texture: Associated Materials: Yellow Blue Carpet Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Friable F Condition: Disturbance Potential: Assessment Catego: Fair Low #4 Material Notes: Sample Number: Sample Loi No—w. Analytical Results: PH-ML4-CA15-01 NW comer of room on floor 80% Chrysotile — Linoleum backing under carpet 4. Damaged orsignificantly damaged triable miscellaneous ACM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Color: Pattern / Texture: Photo Carpet Adhesive Gray and Maroon Quantity (SF/LF/EA): Material Type: c • ------- - "`�-• -- _ Material Code: Material Sequence: Size: CA 16 Color: Pattern / Texture: Associated Materials: Yellow Green Carpet on N End of ML4 Quantity ' (SF/LF/EA): Material Type: Friabili 400 SF M Type 11 Non -Friable Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: ML4 N. Seem between N room and SE Room Gray to Marron Sample Number: Sample Location Description: Analytical Results: PH-ML4-CA16-01 ML4 East end of Carpet bshop cabinets. None Detected PH-ML4-CA16-02 ML4 Message Room NW Comer None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Carpet Adhesive surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: CA 17 Type l N on Friable Color: Pattern / Texture: Associated Materials: Yellow Gray and Maroon Quantity (SF/LF/EA): Material Type: Friability: 600 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Catego: Good Low NA Material Notes: Same adhesive on both color carpets Sample Number: Sample Location Description: Analytical Results: PH-LL3-CA17-01 LL2 Seem between N room and SE Room Gray to Marron None Detected PH-LL3-CA17-02 LL2 SE Comer of reception area None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectors): Deters/Niles surfacing (S) �� ( Material Code: Material Sequence: Size: CDW O1 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friability: 4227 SF M Friable F Photo Carpet Adhesive Material Notes: All exterior unit walls . - - Al Material Code: Material Sequence: Size: CA 18 Color: Pattern / Texture: Associated Materials: Yellow Blue Carpeting in Front Room Quantity (SF/LF/EA): Material Type: Friability: 350 SF M Type II Non -Friable- Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: LL6 Front Room PH-ML2-CDWO1-03 ILSample Number: Sample Location Description: Analytical Results: PH-LL6-CA18-Ol 79% Chrysotile — LL6 NW Room SE Entry Linoleum backing under c et PH-LL6-CA18-02 LL6 NW Room SW Entry Not analyzed 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Descri tion:in Fnabiby Condition Photo Composite Drywall, Ta e & Joint Compound surfacing (S) �� ( Material Code: Material Sequence: Size: CDW O1 Color: Pattern / Texture: Associated Materials: Painted no texture Compound and tape Quantity (SF/LF/EA): Material Type: Friability: 4227 SF M Friable F Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: All exterior unit walls . Poor (P) Sample Number: Sample Location Description: Analytical Results: PH-SI-CDWOI-01 SE Comer of Sl Above Ceiling Tiles- Wallpaper TR- 1%Chrysotile o JC Point Count 0.25% PH-ML3-CDWO1-02 NE Comer of ML3 Pup 1.0% Chrysotile -JC Point Count 0.75% PH-ML2-CDWO1-03 Above ceiling id above the door frame None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby Condition Disturbance P°[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Mo°erate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Photo Date: 07-31,08-01,08-02-2019 Assessment Categories: Inspectons): Deters/Niles on Material Code: Material Sequence: Size: CDW 03 Therm at System Insulation (TSI) Color: Pattern / Texture: Homogeneous Material Description: Moderate(M) Photo Composite Drywall, Tape & Joint Compound Friability 1500 SF M Material Code: Material Sequence: Size: CDW 02 Sample Number: Color: Pattern / Texture: Associated Materials: Analytical Results: PH-LL9-CDW03-01 Quantity (SF/LF/EA): Material Type: Friability: None Detected PH-LL9-CDW03-02 Condition: Disturbance Potential: Assessment Category: TR -1 Chrysotile -OC Point Count 0.50% PH-LL9-CDW03-03 Material Notes: Not used Sample Number: Sample Location Description: Analytical Results: No samples No samples No samples Homogeneous Material Description: Fnabiby Photo Composite Drywall, Tape & Joint Compound Assessment Categories: 3 iL on Material Code: Material Sequence: Size: CDW 03 Therm at System Insulation (TSI) Color: Pattern / Texture: Associated Materials: Moderate(M) Joint Compound and Tape Quan ' SF/LF/EA : Material Type: Friability 1500 SF M Friable F Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-LL9-CDW03-01 S wall a w wall 3.5' up None Detected PH-LL9-CDW03-02 Women's RR n wall at e wall 3.5'up TR -1 Chrysotile -OC Point Count 0.50% PH-LL9-CDW03-03 Kitchen, s wall far west end 5" from west end T up TR -1 Chrysotile -O C Point Count 0.75% 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Composite Drywall, Tape & Joint Compound Inspector(s): Deters/Niles CDW05 Material Code: Material Sequence: Size: CDW 05 Homogeneous Material Description: Color: Pattern / Texture: &L Photo Composite Drywall, Tape & Joint Compound Quantity (SF/LF/EA): Material Type: Friability: W04 Material Code: Material Sequence: Size: Sample Number: CDW 04 Sample Location Description: Analytical Results: Color: Pattern / Texture: Associated Materials: E Wall at North Wall 3.5' up in RR ML8 White Drywall Joint Cm d and Tape Quantity (SF/LF/EA): Material Type: Friability: 1,000 SF M Friable F 6. ACBMwldopatent a torslgniticent dam age Condition: Disturbance Potential: Fair Low Assessment Cate NA Material Notes: Drywall in ML9 Sam Ie Number: Sample Location Description: Analytical Results: PH-ML9-CDW04-01 N RR N Wall at E Wall T up TR -1 Chrysotile -O C Point Count 0.75% PH-ML9-CDW04-02 S Wall 20' from E Wall Tup None Detected Homo eneous Material Description: Photo Composite Drywall, Tape & Joint Compound CDW05 Material Code: Material Sequence: Size: CDW 05 Disturbance Po[ental Color: Pattern / Texture: Associated Materials: White Painted no texture Joint Cm dTa e Quantity (SF/LF/EA): Material Type: Friability: 1500 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: Interior walls and ceilmg in ML8 Sample Number: Poor (P) Sample Location Description: Analytical Results: PH-ML8-CDW05-01 E Wall at North Wall 3.5' up in RR ML8 1.0% Chrysotile -JC Point Count 0.25% PH-ML8-CDW05-02 N Wall at East Wall 5'up ML8 None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Photo Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: Size: CD W 07 Color: Pattern / Texture: Associated Materials: White Painted Quan ' SF/LF/Eck: Material Type: Friability: 1000 SF M Friable F Composite Drywall, Tape & Joint Compound Fair (F) CDW06 2 Damaged triable surfacing ACM Material Code: Material Sequence: Size: cDwo6 Color: Pattern / Texture: Associated Materials: White Textured Surfacing Joint Cmpd and Ta e Qua n ' SF/LF/EA : Material Type: Friabili 500 SF S Friable F Condition: Disturbance Potential: Assessment Category: Good Low 2 Material Notes: ML7 500 SF S Hallway W of doorway 3" up Sample Number: Sample Location Description: Analytical Results: PH-ML7-CDW06-01 5. ACBMwltln potei for damage NE Comer 5'up None Detected PH-ML7-CDW06-02 W wall 1 ft up from counter n end of counter TR -1 Chrysotile Point Count 0.50% Composite — 0.05% PH-ML7-CDW06-03 W F above counter s end of counter TR -1 Chrysotile Point Count 1.00% Composite — 0.07% Homogeneous Material Description: Fnabiby 2ble(F) IL Photo Composite Drywall, Tape & Joint Compound surfacing (S) Good (G) Material Code: Material Sequence: Size: CD W 07 Color: Pattern / Texture: Associated Materials: White Painted Quan ' SF/LF/Eck: Material Type: Friability: 1000 SF M Friable F Condition: Disturbance Potential: Assessment Cate o Good Moderate NA Material Notes: Fair (F) r: 2 Damaged triable surfacing ACM Sample Location Description: Anal 'cal Results: PH-LL5-CDW07-01 Hlgb(H) Wall S of closet door 3" up TR -1 Chrysotile Point Count 0.25% PH-LL5-CDW07-02 S Hallway W of doorway 3" up None Detected 5. ACBMwltln potei for damage Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable EL Photo Composite Drywall, Tape & Joint Compound White Quantity (SF/LF/EA): Material Type: 2000 SF M Joint Cm d and Tape Friability: Friable F Material Code: Material Sequence: Size: CDW 08 Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Ceiling s and interior walls of MLS Color: Pattern / Texture: White Associated Materials: Joint Cm dTa e Quantity (SF/LF/EA): Material Type: 2500 SF M Friability: Friable F Condition: Disturbance Potential: Good Moderate Material Notes: Ceiling in ML Assessment Cate o NA Sample Number: Sample Location Description: Analytical Results: PH-ML6-CDW08-01 NE Comer Ceiling ML6 None Detected PH-ML6-CDW08-01 Bathroom ML6 E Wall N of door frame 3" ukp Comer None Detected NE Office W Wall at S wall Tup None Detected 6. ACBMwldopatent a torslgniticent dam age Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Composite Drywall, Tape & Joint Compound surfacing (S) Good (G) Material Code: Material Sequence: Size: CDW 09 Type l N on Friable Color: Pattern / Texture: Associated Materials: White Quantity (SF/LF/EA): Material Type: 2000 SF M Joint Cm d and Tape Friability: Friable F Type l l N onFbable(II) Poor (P) Hlgb(H) Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Ceiling s and interior walls of MLS Sam Ie Number: Sample Location Description: Analytical Results: PH-ML5-CDW09-01 S Wall above kitchen Sink Yup None Detected PH-ML5-CDW09-02 NE Office W Wall at S wall Tup None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) C E)W 1 I Good (G) Material Code: Material Sequence: Size: CDW 11 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friability: 2500 SF M Friable F Photo Composite Drywall, Tape & Joint Compound Material Notes: MLI Drywall throughout MLI Hlgb(H) Material Code: Material Sequence: Size: CDW 10 Color: Pattern / Texture: Associated Materials: White Drywall System throughout LLI Quantity (SF/LF/EA): Material Type: Friability: 1500 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: Sample Number: MLI Restroom Corridor W Wall at Stairs Sample Location Description: Analytical Results: PH-LLI-CDW10-01 None Detected LL 1 Sink Area E Wall 6"from N Wall None Detected PH-LLI-CDW10-02 LLI Food Storage W Wall 5' from S Wall 4' Up None Detected PH-LLI-CDW 10-03 LLI Bar Stage Area E Wall at the South Wall 4'Up None Detected PH-LLI-CDW10-04 LLI Outside Restrooms S Wall At West Wall 1' Up TR -1 Chrysotile Point Count <0.25% PH-LLI-CDW10-05 LLI NE Foyer E Wall at South Wall 3.5'Up None Detected Homo eneous Material Description: Fnabiby Condition Photo Composite Drywall, Tape & Joint Compound surfacing (S) C E)W 1 I Good (G) Material Code: Material Sequence: Size: CDW 11 Color: Pattern / Texture: Associated Materials: Gra s1i Joint Compound/ Tape Quantity (SF/LF/EA): Material Type: Friability: 2500 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: MLI Drywall throughout MLI Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-MLI-CDWI l-01 MLI Stairwell at Dining E Wall at South Wall 3.5'up None Detected PH-MLI-CDWI1-02 MLI Restroom Corridor W Wall at Stairs None Detected PH-MLI-CDWI 1-03 MLI SE Dining Area W Wall N side of entry None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Disturbance Po[ental Inspector(s): Deters/Niles surfacing (S) D W 1 3 Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Photo Composite Drywall, Tape & Joint Compound White CDW12 Material Code: Material Sequence: Friability: Size: CDW 12 Color: Pattern / Texture: Assessment Category: Associated Materials: White Sample Location Description: ML2 Drywall System Quantity (SF/LF/EA): Material Type: ML4 NE Comer of Message Room 2" up Friability: 1000 SF M None Detected Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-ML2-CDW12-01 ML2 Kitchen N Wall at West Wall Above Grid None Detected PH-ML2-CDW12-02 Kitchen South Wall 15' from West Wall Above Grid None Detected PH-ML2-CDW12-03 Kitchen E wall at N wall Tup None Detected Homo eneous Material Description: Fnabiby Condition Disturbance Po[ental Composite Drywall, Tape & Joint Compound surfacing (S) D W 1 3 Good (G) Material Code: Material Sequence: Size: CDW 13 Type l N on Friable Color: Pattern / Texture: Associated Materials: White Joint Cm d and Tape Quantity (SF/LF/EA): Material Type: Friability: 700 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Ir A Material Notes: ML4Internal Drywall systems IF Sam Ie Number: Sample Location Description: Analytical Results: PH-ML4-CDW13-01 ML4 NE Comer of Message Room 2" up None Detected PH-ML4-CDW13-02 N wall of kitchenette at W end of partial wall 2" up None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr Date: 07-31,08-01,08-02-2019 19086.001.001 Inspectons): Deters/Niles Condition Photo Composite Drywall, Tape & Joint Compound surfacing (S) 2ble(F) Homogeneous Material Description: Material Code: Material Sequence: Photo Composite Drywall, Tape & Joint Compound Type l N on Friable f�mr CDW14 Material Code: Material Sequence: Size: CDW 14 Condition: Disturbance Potential: Assessment Category Good Low NA Material Notes: LL2 Color: Pattern / Texture: Associated Materials: White Joint Cm d and Tape Quantity (SF/LF/EA): Material Type: Friability: 1200 SF M Friable F Condition: Disturbance Potential: Good Moderate Material Notes: Assessment Cate NA LL3 Internal all None Detected PH-LL2-CDW 15-02 Sam Ie Number: Sample Location Description: Analytical Results: PH-LL3-CDW 1401 1.0% Chrysotile LL3 Bathroom S Wall at West Wall Yup Point Count 1.00% Composite — 0.06% PH-LL3-CDW 14-02 LL3 S Wall at W Wall Tup None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Composite Drywall, Tape & Joint Compound surfacing (S) 2ble(F) - Material Code: Material Sequence: Size: CDW 15 Type l N on Friable Color: Pattern / Texture: White Associated Materials: Joint Compound Tape Quantity (SF/LF/EA): Material Type: 1000 SF S Friability: Friable F Condition: Disturbance Potential: Assessment Category Good Low NA Material Notes: LL2 Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LL2-CDW 15-01 S Wall at E Wall 3.5'up None Detected PH-LL2-CDW 15-02 S Wall at West Wall 1.5' up None Detected PH-LL2-CDW 15-03 6. ACBMwldopatent a torslgniticent dam age N Wall at E Wall 1.5'up None Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) COW 1 7 _ - _ _-- Material Code: Material Sequence: Size: CDW 17 Color: Pattern / Texture: Associated Materials: White Joint Compound and Tape Homogeneous Material Description: 1200 SF M Friable F Condition: Disturbance Potential: Assessment Cate o Photo Composite Drywall, Tape & Joint Compound LL7 1200 sf Poor (P) IF Sample Number: Material Code: Material Sequence: Size: CDW 16 Color: Pattern / Texture: Associated Materials: White Joint Compound and Tae Quantity (SF/LF/EA): Material Type: Friability:\, 1000 SF M Friable F Condition: Disturbance Potential: Assessment Category, Fair Low I NA Material Notes: LL7 West Wall 15' from S Wall TR -1 Chrysotile Point Count 0.50% Sample Number: Sample Location Description: Analytical Results: PH-LL6-CDW 16-01 LL6D S Wall at W Wall 4' Up 1.0% Chrysotile Point Count 1.5% Composite — 0.02% PH-LL6-CDW 16-02 LL6A E Wall at South wall 4' up 1.0% Chrysotile Composite — 0.1 % 7. Any remaining friable ACBM of maple suspected ACBM Homo eneous Material Description: Fnabiby 2ble(F) Condition Photo Composite Drywall, Tape & Joint Compound surfacing (S) COW 1 7 _ - _ _-- Material Code: Material Sequence: Size: CDW 17 Color: Pattern / Texture: Associated Materials: White Joint Compound and Tape Quantity (SF/LF/EA): Material Type: Friability: 1200 SF M Friable F Condition: Disturbance Potential: Assessment Cate o Good Moderate NA Material Notes: LL7 1200 sf Poor (P) IF Sample Number: 3. Significantly dam aged triable surfacing ACM Sample Location Description: Analytical Results: PH-LL7-CDW 17-01 LL7 Bathroom Inside door West side of door 3" up None Detected PH-LL7-CDW 17-02 LL7 West Wall 15' from S Wall TR -1 Chrysotile Point Count 0.50% 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspector(s): Deters/Niles Homogeneous Material Description: Composite Drywall, Tape & Joint Compound Fnabiby Condition Photo Material Code: Material Sequence: Size: CDW 18 Color: Pattern / Texture: Associated Materi White Joint Cmpd and Tape with texture uan ' (SF/LF/EA): Material Type: Friability: 400 SF M Friable F Condition: Disturbance Potential: Assessment Catego Good Low NA Material Notes: LL8 Drywall only in shower room CK 01 Sample Number: L Sample Location Description: Analytical Results: PH-LL8-CDW 18-01 LL8 Shower Room N Wall E of shower stall 6" up None Detected PH-LL8-CDW 18-02 LL8 Shower Room N Wall W of shower stall 611 up None Detected PH-LL8-CDW 18-03 PH-LL9-CKOl-01 LL8 Ceffing Shower Room SE Comer None Detected PH-LL9-CKOl-01 Women's RR Sink N wall west side None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Caulking interior and Exterior surfacing (S) 2ble(F) - -- -- —= - Material Code: Material Sequence: Size: CK 01 Type l N on Friable Color: Pattern / Texture: White Associated Materials: Quantity (SF/LF/EA): Material Type: 10 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Fair Low Assessment Cate o NA Material Notes: 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LL9-CKOl-01 Men's RR Sink S Wall W side None Detected PH-LL9-CKOl-01 Women's RR Sink N wall west side None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) + Material Code: Material Sequence: Size: CK 03eK03 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friability: Photo Caulki interior and Exterior Material Notes: Mlscellaneous(M) - Material Code: Material Sequence: Sample Location Description: Size: CK 02 N wall, far west end 5'up None Detected Color: Pattern / Texture: Gra N wall, far west end 5'up Associated Materials: Pi e Caulki Quantity (SF/LF/EA): Material T e: Friability: 5 SF M Type II Non -Friable Condition: Disturbance Potential: Good Low Assessment Catego: NA Material Notes: Ceiling in Mechanical Room 7. Any remaining friable ACBM of maple suspected ACBM Sample Number: Sample Location Description: Analytical Results: PH-LL9-CK02-01 Mechanical Room Ceiling,NE Comer of pipe None Detected PH-LL9-CK02-02 Mechanical Room Ceiling,SE Comer of pipe None Detected Homogeneous Material Description: Fnabiby Condition Photo Caulking interior and Exterior surfacing (S) 2ble(F) + Material Code: Material Sequence: Size: CK 03eK03 Color: Pattern / Texture: Associated Materials: Gray Mechanical Room Piping Quantity (SF/LF/EA): Material Type: Friability: 5 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Catego: Good Low NA Material Notes: Mlscellaneous(M) Type l l N onFnable(II) Sample Number: Sample Location Description: Analytical Results: PH-LL9-CK03-01 N wall, far west end 5'up None Detected PH-LL9-CK03-02 N wall, far west end 5'up None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectors): Deters/Niles surfacing (S) Good (G) CK05 Material Code: Material Sequence: Homogeneous Material Description: Caullu interior and Exterior CK 05 Color: Pattern / Texture: Associated Materials: Photo Material Code: Material Sequence: CK 04 Size: Assessment Cate o : NA Color: Pattern / Texture: White Associated Materials: Bathroom Sink Caulking 3. Significantly dam aged triable surfacing ACM Quantity (SF/LF/EA): Material Type: 2 SF M Friability: Type II Non -Friable Sample Location Description: Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: PH-ML9-CK05-01 E Ceiling Duct 30' from E Wall 30' from N Wall Sample Number: PH-ML9-CK05-02 Sample Location Description: Analytical Results: PH-ML9-CK04-01 N RR S Wall at W Wall None Detected PH-ML9-CK04-02 S RR N Wall at E Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Caulking interior and Exterior surfacing (S) Good (G) CK05 Material Code: Material Sequence: Size: CK 05 Color: Pattern / Texture: Associated Materials: White Quantity (SF/LF/EA): Material Type: 5 SF M Duct Caulking Friability: Type II Non -Friable Condition: Disturbance Potential: Good Low Material Notes: Caulking in Ducts on ceiling of ML9 Assessment Cate o : NA Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sam Ie Number: Sample Location Description: Analytical Results: PH-ML9-CK05-01 E Ceiling Duct 30' from E Wall 30' from N Wall None Detected PH-ML9-CK05-02 W Ceiling Duct 30' from W Wall 30' from N Wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 - - I Date: 07-31,08-01,08-02-2019 CK 07 1 Inspector(s): Deters/Niles Color: Pattern / Texture: Associated Materials: Clear LL Window Caulking Quantity (SF/LF/EA): Material Type: 4 SF M Friability: Type I Non -Friable Homogeneous Material Description: Assessment Category: NA Photo Caull1lungintenioralxterior Sample Nurnber-iSample Location Dew PH-LLI-CK07-01 Main Bar area N wall 10 from W wall 5'up , i ' - -- - • PH-LLI-CK07-02 Main Bar Area E Wall 20' from N wall 5'up Material Code: Material Sequence: Size: CK 06 Color: Pattern / Texture: Associated Materials: White Exterior Metal Framed Window Quantity (SF/LF/EA): Material Type: Friability: 5 SF M Friable F Condition: Disturbance Potential: Assessment Cate o : Good Low NA Material Notes: 5. ACBMwltln potei for damage Sample Number: Sample Location Description: Analytical Results: PH-ML5-CK06-01 Back room S Wall above wash tub in utility room None Detected PH-ML5-CK06-02 Back room S Wall above wash tub in utility room None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Caulking interior and Exterior Material Code: Material Sequence: Size: - - Disturbance Po[ental CK 07 surfacing (S) Color: Pattern / Texture: Associated Materials: Clear LL Window Caulking Quantity (SF/LF/EA): Material Type: 4 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Good Low Material Notes: Assessment Category: NA 2 Damaged triable surfacing ACM Mlscellaneous(M) Sample Nurnber-iSample Location Dew PH-LLI-CK07-01 Main Bar area N wall 10 from W wall 5'up Analytical Results: None Detected PH-LLI-CK07-02 Main Bar Area E Wall 20' from N wall 5'up None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) ��� ,� .. - - - Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Color: Pattern / Texture: Photo CMU Sealant 9x9 Ceiling Tiles Quantity (SF/LF/EA): Material T e: 1100 SF M j _ f _ " CMU S o l Material Code: Material Sequence: Size: CMS Ol Color: Pattern / Texture: Associated Materials: Blue Painted multiple White Smooth colors Quantity (SF/LF/EA): Material Type: Friability: 3200 SF S Friable F Condition: Disturbance Potential: Assessment Cate Good Moderate NA Material Notes: CMU Sealant on LL9 Exterior Walls MEOW Sam Ie Number: Sample Location Description: Analytical Results: PH-1,1,9-CMS0I-01 N Wall 50' from e Tup None Detected PH-1,1,9-CMS01-02 N Wall 15' from e 4.5'up None Detected PH-1,1,9-CMS01-03 N wall 5" from e wall 4.5'up None Detected PH-LL9-CMSOI-04 N wall 40' from e wall 5'up None Detected PH-1,1,9-CMS01-05 N wall 5' from E wall Tup None Detected Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo -Ceiling Tile Adhesive surfacing (S) ��� ,� .. - - - Material Code: Material Sequence: Size: CTA O1 Type l N on Friable Color: Pattern / Texture: Associated Materials: White Pinholes 9x9 Ceiling Tiles Quantity (SF/LF/EA): Material T e: 1100 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: Ceiling Tiles in Men's RR and Main Hallway in LL 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LLI-CTA01-01 LL Main Hallwa 6" from North Wall 15' from E Wall None Detected PH-LLI-CTA01-02 LLI Outside Restroom 3' from N Wall 6" from W Wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) CTA03 . _-•y Material Code: Material Sequence: Size: CTA o3 Homogeneous Material Description: Brown Photo Ceiling Tile Adhesive Condition: Disturbance Potential: Assessment Category: CTA02 Material Code: Material Sequence: Size: CTA 02 Hlgb(H) Color: Pattern / Texture: Associated Materials: Black 9x9 Ceiling Tiles under spray on Quantity (SF/LF/EA): Material Type: Friability: 2500 MT e II Non -Friable Condition: Disturbance Potential: Assessment Cate o : Fair Moderate NA Material Notes: ML 1 Assumed to be covered throughout most of the dining area PH-LL3-CTA03-02 LL3 W Room S end 5' from E Wall Sample Number: Sample Location Description: Anal 'cal Results: PH-MLI-CTA02-01 MLI Foyer Ceiling N side of exposed mastic and file None Detected in center of area PH-MLI-CTA02-02 MLI Foyer Ceiling S side of exposed mastic and file in None Detected center of area 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Ceiling Tile Adhesive surfacing (S) CTA03 . _-•y Material Code: Material Sequence: Size: CTA o3 Color: Pattern / Texture: Associated Materials: Brown Qua n ' SF/LF/EA : Material Type: Friability: 500 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Moderate NA Material Notes: Most tiles are stapled in place. Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-LL3-CTA03-01 LL3 W Room S end 5' from E Wall None Detected PH-LL3-CTA03-02 LL3 W Room S end 5' from E Wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspector(s): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Duct Insulation surfacing (S) • Material Code: Material Sequence: Size: Material Code: Material Sequence: Size: DI O1 Color: Pattern / Texture: Associated Materials: Black Quantity (SF/LF/EA): Material Type: Friability: 100 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Duct insulation in ceiti Ducts of ML9 Sample Number: Sample Location Description: Analytical Results: PH-ML7-DI01-01 E Ceilmg Vent 30' from e wall 30' from n wall None Detected PH-ML7-DI01-02 E Ceilmg Vent 30' from e wall 30' from n wall None Detected None Detected PH-ML5-DSO 1-02 Dining Room 10' from N wall P from w wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Duct Sealant surfacing (S) • Material Code: Material Sequence: Size: DS O1 Color: Pattern / Texture: Associated Materials: Gray Trawled on duct joints Quantity (SF/LF/EA): Material Type: Friability: 3 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Sample Number: Sample Location Description: Analytical Results: PH-ML5-DSO1-01 ML5 Men's Restroom P from S Wall T from W Wall None Detected PH-ML5-DSO 1-02 Dining Room 10' from N wall P from w wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Floor Tile & Assoc. Mastic Fnabiby r FTC01 Material Code: Material Sequence: FTC O1 Size: 12x12 Color: Pattern / Texture: Light Brown Mottled Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: Friability: 300 SF M Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Cate o NA Material Notes: Quantity SF/LF/EA : Material Type. riabili 300 SF M Friable F Sample Number: Sample Location Description: Analytical Results: PH-LL9-FTCOI-01 N side center of room None Detected PH-LL9-FTCOI-02 SE Comer None Detected Assumed that friable debris is present under this file throughout 5. ACBMwltln potei for damage Sample Nundger: m Ie Location Dewri tion Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: Good (G) F. (D FTC 02 12x12 Color: Pattern /Texture: Associated MaterJk White Mottled Yellow and Blac Adhesive Moderate(M) 2 Damaged triable surfacing ACM Quantity SF/LF/EA : Material Type. riabili 300 SF M Friable F Condition: Disturbance Potential: Assessment Category: Fair Moderate 3. Significantly dam aged triable surfacing ACM Material Notes: LL9 Restrooms 4. Damaged orsignificantly damaged triable miscellaneous ACM Assumed that friable debris is present under this file throughout 5. ACBMwltln potei for damage Sample Nundger: m Ie Location Dewri tion PH-LL9-FTCO2-01 LL9 Ladies room @ SW Comer 80.0 % Chrysotile — fibrous debris under file PH-LL9-FTCO2-02 LLO Men's Room E Entry None Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Fnabiby Project: Paramount Heights Shop/Cnfr Date: 07-31,08-01,08-02-2019 19086.001.001 Inspectons): Deters/Niles Photo is Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 04 2ble(F) Floor Tile & Assoc. Mastic Associated Materials: Quantity (SF/LF/EA): Material Type: 600 SF M ". { Material Code: Material Sequence: Size: FTC 03 12X12 Color: Pattern / Texture: Tan Mottles Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Moderate Material Notes: NA None Detected PH-LL9-FTC04-02 BeMnd bar, northside T from N wall 5' from e Sample Nurnbei JEl Sample Location Description: Analytical Results: PH-LL9-FTC03-01 Locker Room entry east side of entry None Detected PH-LL9-FTC03-02 Locker Room entry west side of entry None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo is Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 04 2ble(F) Color: Pattern / Texture: Associated Materials: Quantity (SF/LF/EA): Material Type: 600 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Good Low Assessment Category: NA Material Notes: 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Sample Number: Sample Location Description, Analytical Results: PH-LL9-FTC04-01 BeMnd bar, N. side T from None Detected PH-LL9-FTC04-02 BeMnd bar, northside T from N wall 5' from e None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Oil Condition W Photo Floor Tile & Assoc. Mastic Size: - ;^�' - �- - _ - / - - - _ - _ '. - .t-co.5 1 ; Material Code: Material Sequence: FTC 05 Size: Color: Pattern / Texture: Associated Materials: White Black Speckles Yellow Mastic Quantity SF/LF/EA : Material Type: Friability: 200 SF M Friable F Condition: Disturbance Potential: Fair Moderate Assessment Category: NA in Material Notes: In women's restroom Sam Ie Number: Sample Location Description: Analytical Results: PH-LL9-FTC05-01 E side 2' from s wall None Detected PH-LL9-FTC05-02 W side, center, 3' south of sink None Detected El i I 6. ACBMwldopatent a torslgnitlrent dam age I 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Oil Condition Photo Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: 2ble(F) Good (G) FTC 06 Color: Pattern / Texture: Associated Materials: Gray Geometric Brown Mastic QuantitySF/LF/EA : Material T e: Friability: 500 M Friable F ondition: Disturbance Potential: Assessment Category: Coll Fair Low 4 Material Notes: Linoleum in women's RR Friable debris assumed to be located everywhere under this flooring Sample Number: Sample Location Description: Analytical Results: PH-LL9-FTC06-01 Locker room en try, e side @ w. RR 80.0% Chrysotile — Fibrous debris PH-LL9-FTC06-02 Locker room entry, e side A w. RR Not analyzed 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage El i I 6. ACBMwldopatent a torslgnitlrent dam age I Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgnitlrent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 �i Date: 07-31,08-01,08-02-2019 Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 08 12X12 Color: Pattern / Texture: Associated Materials: Inspectons): Deters/Niles Quan ' SF/LF/Eck: Material Type: Friability: 1200 SF M Type I Non -Friable Conition: Disturbance Potential: Assessment Cate o : Fair Low NA Material Notes: Type l N on Friable Homogeneous Material Description: PH-LL9-FTC08-01 Photo Floor Tile & Assoc. Mastic PH-LL9-FTC08-02 Bowling area 15' from 40' from e wall Material Code: Material Sequence: Size: FTC 07 Color: Pattern / Texture: Associated Materials: Light blue Rubber flooring Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Type II Non -Friable - Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: Sample Nundger: Sample Location Description: Analytical Results: PH-LL9-FTC07-01 On stairs at bottom None Detected PH-LL9-FTC07-02 On stairs at top None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby �i Photo r Analytical Results: Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 08 12X12 Color: Pattern / Texture: Associated Materials: Teal, Blue Geometric Black mastic Quan ' SF/LF/Eck: Material Type: Friability: 1200 SF M Type I Non -Friable Conition: Disturbance Potential: Assessment Cate o : Fair Low NA Material Notes: Type l N on Friable Sample Number: Sample Location Description: PH-LL9-FTC08-01 Bowling area T from s wall 40' from e wall 4.0% Chrysotile - Tile PH-LL9-FTC08-02 Bowling area 15' from 40' from e wall Not analyzed 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgnitlrent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Floor Tile & Assoc. Mastic Fnabiby 2ble(F) Condition Photo Material Code: Material Sequence: Size: FTC 09 12x12 Color: Pattern / Texture: Associated Materials: Teal Mottled Mottled Black and Yellow Mastic Otani (SF/LF/EA): Material Type: Friability: 800 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o : Fair Low NA Material Notes: Color: Pattern / Texture: Teal Mottled Sample Number: JL PH LL9-FTC09-01 scri tion: Bowling area Analytical Results: Not Detected PH LL9-FTC09-02 Bowling area Not Detected Assessment Category: Fair Low NA Material Notes: Sample Number: Sample Location Descri tion• al 'cal Results: PH-LL9-FTC10-01 S. side of alley, 45' from e wall 7.0% Chrysotile - Tile Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 1 -, - Material Code: Material Sequence: FTC 10 Size: 9X9 Color: Pattern / Texture: Teal Mottled Associated Materials: Black Mastic Quantity (SF/LF/EA): Material Type: Friability: 400 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Low NA Material Notes: Sample Number: Sample Location Descri tion• al 'cal Results: PH-LL9-FTC10-01 S. side of alley, 45' from e wall 7.0% Chrysotile - Tile PH-LL9-FTC10-02 S side of alley 15' from w wall Not Antal zed 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-283-8666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Disturbance Po[ental Inspectons): Deters/Niles r Material Code: Material Sequence: Size: FTC Homogeneous Material Description: Floor Tile & Assoc. Mastic Multiple Color: Photo Material Code: Material Sequence: FTC 11 Size: Color: Pattern / Texture: Yellow Associated Materials: Gray Mottled Floor Tile Quantity (SF/LF/EA): Material Type: 400 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: ML9 Restroom Tile Sample Number: Sample Location Description: Analytical Results: PH-ML9-FTCI l-01 N. Bath N Side Center Not Detected PH-ML9-FTCI 1-02 S Bath SW Comer Not Detected NA Material Notes: Mastic on top of three layers of laminate flooring Homogeneous Material Description: Photo Floor Tile & Assoc. Mastic Disturbance Po[ental Assessment Categories: r Material Code: Material Sequence: Size: FTC 12 Multiple Color: Pattern / Texture: Associated Materials: Yellow Type l l N onFbable(II) Yellow Mastic over White with black diamond with yellow mastic over White Mottled, Over Green Mottled Qu an ' SF/LF/EA : Material Type: Friability: 1000 SF M i Type I Non -Friable Condon: Disturbance Potential: Assessment Cate o : Poor Moderate NA Material Notes: Mastic on top of three layers of laminate flooring Sample Number: Sample Location Description: Analytical Results: PH-ML8-FTC12-01 Center of store, 20, from E. Wall 20' from n wall 9.0% Chrysotile —Green Tile PH-ML8-FTC12-02 Center of store 20' from E Wall 30' from n wall Not Anal zed J I Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFbable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgnitlrent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspector(s): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Photo Photo Floor Tile & Assoc. Mastic surfacing (S) - -- Material Code: Material Sequence: Size: FTC 13 Color: Pattern / Texture: Color: Pattern / Texture: Wood Grained Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: Friability: 100 SF M Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Material Notes: Near RR Assessment Cate o NA Assessment Cate o Choose an item. Choose an item. Choose an item. Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-ML8-FTC13-01 8' S of Restroom Door on edge of flooring 9.0 % Chrysotile — Green Tile under wood grain PH-ML8-FTC13-02 4' S of Restroom Door on flooring Not Detected No Sample No Sample 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM j i i Homogeneous Material Description: Fnabiby 2ble(F) Photo Floor Tile & Assoc. Mastic Assessment Categories: surfacing (S) Material Code: Material Sequence: Size: FTC 14 Therm at System Insulation (TSI) Color: Pattern / Texture: Associated Materials: Mo°erate(M) 2 Damaged triable surfacing ACM Quantity (SF/LF/EA): Material Type: Friability: Choose an item. Choose an item. Condition: Disturbance Potential: Assessment Cate o Choose an item. Choose an item. Choose an item. Material Notes: 4. Damaged orsignificantly damaged triable miscellaneous ACM Not used Sample Number: Sample Location Description: Analytical Results: No Sample No Sample No Sample 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance P°[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Mo°erate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Associated Materials: Photo Floor Tile & Assoc. Mastic Quantity (SF/LF/EA): Material Type: 100 SF M _ r ; _. - Material Code: Material Sequence: Size: FTC 15 Analytical Results: Color: Pattern / Texture: Wood Grained Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Cate o NA Material Notes: NE End of Shop at East Exit Door 100 SF 5. ACBMwltln potei for damage Sample Number: Sample Location Description: Analytical Results: PH-ML8-FTC15-01 6. ACBMwldopatent a torslgniticent dam age 10" from e wall 20" n wall Not Detected PH-ML8-FTC15-02 E wall S end of exit door Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 16 Color: Pattern / Texture: Associated Materials: Gray Gray Rock Surface Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Conition: Disturbance Potential: Assessment Category: Fair Moderate NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-ML8-FTC16-01 30" from North Wall 1" from E wall Not Detected PH-ML8-FTC16-02 35" from North Wall 5" from E wall 9.0 % Chrysotile —Green file under flooring 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 18 Homogeneous Material Description: Color: Pattern / Texture: Tan Mottled Associated Materials: Yellow Mastic Photo Floor Tile & Assoc. Mastic Condition: Disturbance Potential: Fair Moderate Material Notes: E Comer of ShopN of Brown Mottled Flooring100 SF Assessment Cate o NA 12x12 §) Material Code: Material Sequence: Size: FTC 17 Sam Ie Number: Color: Pattern / Texture: Associated Materials: Brown Woodgrain Yellow Mastic Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Fair Moderat3e NA Material Notes: ML8 Wood Grain Flooring 30 n of s wall on the E End of the Shop Sample Number: 7. Any remaining friable ACBM of maple suspected ACBM Sample Location Description: Analytical Results: PH-ML8-FTC17-01 15' from S Wall T from E Wall Not Detected PH-ML8-FTC17-02 15' from S Wall 4' from E Wall Not Detected Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 18 12x12 Color: Pattern / Texture: Tan Mottled Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Material Notes: E Comer of ShopN of Brown Mottled Flooring100 SF Assessment Cate o NA 12x12 Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sam Ie Number: Sample Location Description: Analytical Results: PH-ML8-FTC18-01 10' from S Wall 2' from E Wall Not Detected PH-ML8-FTC18-02 10' from S Wall 2' from E Wall Not Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Condition Date: 07-31,08-01,08-02-2019 Floor Tile & Assoc. Mastic Inspectons): Deters/Niles = FTC20 _- Material Code: Material Sequence: Size: FTC 20 12x12 Homogeneous Material Description: Floor Tile & Assoc. Mastic Associated Materials: Photo _ - • Material Code: Material Sequence: FTC 19 Size: 12x12 Color: Pattern / Texture: Dark Brown Multicolored Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Cate o NA Material Notes: SE Comer of Shop Sample Number: Sample Location Description: Analytical Results: PH-ML8-FTC19-01 Sample Location Description: 3' N 6'E of comer Not Detected PH-ML8-FTC19-02 5' from s wall at E Wall SS 6'E of comer Not Detected PH-ML7-FTC20-02 2' from w wall 6' from S wall Chrysofile 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) = FTC20 _- Material Code: Material Sequence: Size: FTC 20 12x12 Color: Pattern/Texture: Associated Materials: White Mottle Yellow Mastic Quantity (SF/LF/EA): Material Type: Friability: 540 SF M Friable F Conition: Disturbance Potential: Fair Low Assessment Category: NA Material Notes: Friable debris assumed to exist under all FTC20 4. Damaged orsignificantly damaged triable miscellaneous ACM Sam Ie Number: Sample Location Description: Analytical Results: PH-ML7-FTC20-01 5' from s wall at E Wall 12 % Chrysotile— Black debris under file PH-ML7-FTC20-02 2' from w wall 6' from S wall Chrysofile 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: Inspectons): Deters/Niles Gray Mottled Mastic Qua n ' SF/LF/EA : Material Type: N : 20 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Wal Tile above Sinks 20 SF Sam Ie Number: Sample Location Description: Analytical Results: Homogeneous Material Description: Floor Tile & Assoc. Mastic 10 from N end of Not Detected PH-ML7-FTC22-02 W Wall F above green counter6 from N end of counter Not Detected Photo Material Code: Material Sequence: FTC 21 Size: Color: Pattern / Texture: Tan Associated Materials: Yellow Mastic Quantity (SF/LF/EA): Material Type: 540 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: Brown file assumed to exist under FTC21 Sample Number: Sample Location Description: Analytical Results: PH-ML7-FTC21-01 NW comer of Bathroom 17.0%Chrysotile—Brown file under flooring PH-ML7-FTC21-02 NE Comer of N. Room Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgnitlrent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Photo so Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 22x1 Color: Pattern / Texture: Associated Materials: Gray Mottled Mastic Qua n ' SF/LF/EA : Material Type: N : 20 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Wal Tile above Sinks 20 SF Sam Ie Number: Sample Location Description: Analytical Results: PH-ML7-FTC22-01 W Wall F above green counter counter 10 from N end of Not Detected PH-ML7-FTC22-02 W Wall F above green counter6 from N end of counter Not Detected Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgnitlrent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) FT24 . c �b F. (D Material Code: Material Sequence: Homogeneous Material Description: FTC 24 Photo Floor Tile & Assoc. Mastic Associated Materials: Gray Wispy Material Code: Material Sequence: Size: FTC 23 12X12 Color: Pattern / Texture: Beige Mottled Associated Materi Mastic Quantity (SF/LF/EA): Material Type: 25 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Good Moderate Material Notes: ML6 Bathroom Assessment Cate NA Sample Number: Sample Location Description: Sample Number: PH-ML5-FTC24-01 Sample Location Description: Analytical Results: PH-ML6-FTC23-01 PH-ML5-FTC24-02 6" from N wall 6" from E Wall Not Detected PH-ML6-FTC23-02 6" from N Wall 6" from E Wall Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) FT24 . c �b F. (D Material Code: Material Sequence: Size: FTC 24 18x18 Color: Pattern / Texture: Associated Materials: Gray Wispy Mastic Quantity (SF/LF/EA): Material Type: Friability: 500 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Moderate NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-ML5-FTC24-01 Back room behind water heater Not Detected PH-ML5-FTC24-02 Back room under sink T from W Wall Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) Good (G) - Material Code: Material Sequence: Homogeneous Material Description: Floor Tile & Assoc. Mastic FTC 26 Photo - - Material Code: Material Sequence: FTC 25 Size: 6x36 Color: Pattern / Texture: Gray Wood Grain Associated Materials: Mastic Quantity (SF/LF/EA): Material Type: Friability: - 500 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: 79% Chrysotile —linoleum backing layer Main Area of ML5 Did not sample to avoid damage LL1 SE Storage 2' from S Wall F from E Wall Not analyzed Sample Number: Sample Location Description: Analytical Results: Presumed to contain asbestos Not sampled to protect finish Not sampled 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) Good (G) - Material Code: Material Sequence: Size: FTC 26 Fair (F) Color: Pattern / Texture: Gray Geometric Associated Materials: Linoleum Mastic Quantity (SF/LF/EA): Material Type: 60 SF M Friability: Friable (F) Condition: Disturbance Potential: Fair Low Material Notes: LLl SE Storage Room Assessment Category: 4 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LLI-FTC26-01 LL SE Storage F from S Wall F From West Wall 79% Chrysotile —linoleum backing layer PH-LLI-FTC26-02 LL1 SE Storage 2' from S Wall F from E Wall Not analyzed 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) - _ - '- - Material Code: Material Sequence: Size: FTC 28 12x12 Homogeneous Material Description: Floor Tile & Assoc. Mastic Qua n ' SF/LF/EA : Material Type: Friabdi Photo I Material Code: Material Sequence: FTC 27 Size: Color: Pattern / Texture: Associated Materials: Brown Faux Wood Grain Black Mastic Quantity (SF/LF/EA): Material Type: 3000 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate Good Low NA Material Notes: LL Main Bar Area , Sample Number: Sample Location Description: Analytical Results: PH-LLI-FTC27-01 LL Main Bar P from E Wall 2' From S Wall Not Detected PH-LLI-FTC27-02 LL Main Bar Behind Bar 3' from Wet Bar, F from E Not Detected Wall 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) - _ - '- - Material Code: Material Sequence: Size: FTC 28 12x12 Color: Pattern / Texture: Associated Materials: WMte/Blue Black and Yellow Mastic Qua n ' SF/LF/EA : Material Type: Friabdi 550 SF M T e I Non able Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: LLIFoor Storage Room 2 Damaged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-LLI-FTC28-01 LLI Food Storage 6' from S Wall 6" from E Wall Not Detected PH-LLI-FTC28-02 LLl Food Storage T from N Wall 2' from West Wall Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Photo Floor Tile & Assoc. Mastic Quantity (SF/LF/EA): Material Type: 125 SF M _ - - Material Code: Material Sequence: Size: FTC 29 Analytical Results: Color: Pattern / Texture: Associated Materials: Black and White Linoleum Black Mastic Quantity (SF/LF/EA): Material Type: 40 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Fair Low Assessment Category: NA Material Notes: LL Sink area in back room 5. ACBMwltln potei for damage Sample Number: 6. ACBMwldopatent a torslgniticent dam age Sample Location Description: Analytical Results: PH-LLI-FTC29-01 LL Sink 6" from E Wall P from N Wall Not Detected PH-LLI-FTC29-02 LL Sink 6" from E Wall 2' from N Wall Not Detected Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 104x4 Type l N on Friable Color: Pattern / Texture: Brown Associated Materials: Black Mastic Quantity (SF/LF/EA): Material Type: 125 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: LLI Men's RR Sample Number: Sample Location Description: Analytical Results: PH-LLI-FTC30-01 Men's Room 3' from N Wall at W Wall Not Detected PH-LLI-FTC30-02 Men's Room 3' from N Wall at W Wall Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Litdetoq Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Photo Floor Tile & Assoc. Mastic Floor Tile & Assoc. Mastic surfacing (S) Material Code: Material Sequence: Size: FTC 31 Size: Color: Pattern / Texture: Associated Materials: Color: Pattern / Texture: Red/Brown Associated Materials: Tan Mastic Quantity (SF/LF/EA): Material Type: Friability: Condition: Disturbance Potential: Good Low Material Notes: LL Front Foyer Assessment Cate o NA Condition: Disturbance Potential: Assessment Cate o Material Notes: Sample Location Description: Not Used PH-LLI-FTC32-01 NE Foyer 1' From S 15' From East Not Detected Sample Number: NE Foyer 1' From S 18' From East Sample Location Description: Analytical Results: Not Used Not analyzed 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) Good (G) Material Code: Material Sequence: Size: FTC 323x3 Type l N on Friable Color: Pattern / Texture: Red/Brown Associated Materials: Tan Mastic Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Good Low Material Notes: LL Front Foyer Assessment Cate o NA Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sam Ie Number: Sample Location Description: Analytical Results: PH-LLI-FTC32-01 NE Foyer 1' From S 15' From East Not Detected PH-LLI-FTC32-02 NE Foyer 1' From S 18' From East Not Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) FT o Material Code: Material Sequence: Size: Homogeneous Material Description: 18x18 Color: Pattern / Texture: Photo Floor Tile & Assoc. Mastic Gray Grout - Friability: Material Code: Material Sequence: Size: FTC 33 3x3 Color: Pattern/Texture: Associated Materials:FT33 White Glossy White Bar backs lash Quantity (SF/LF/EA): Material T e: Friability: 100 SF M Type I Non -Friable Condition: Disturbance Potential: Good Low Assessment Cate NA Material Notes: PH-MLI-FTC34-02 LLI Bar Backs lash Not Detected Sample Number: Sample Location Description: Analytical Results: PH-LLI-FTC33-01 Bar Area Backs lash Bottom East Comer Not Detected PH-LLI-FTC33-02 Bar Area Backs lash Bottom East Comer Not Detected Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) FT o Material Code: Material Sequence: Size: FTC 34 18x18 Color: Pattern / Texture: Associated Materials: Tank Gray Grout Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: MLI Foyer Sample Number: Sample Location Description: Analytical Results: PH-MLI-FTC34-01 MLI Main Foyer 5' from S Wall P from E Wall Not Detected PH-MLI-FTC34-02 MLI Main Foyer 5' from S Wall P from E Wall Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) FT36 Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Photo Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: P • FTC 35 Color: Pattern / Texture: Black White Speckled Quantity (SF/LF/EA): Material Type: 300 SF M Condition: Disturbance Potential: Good Low Material Notes: Associated Materials: Black Mastic Friability: Type I Non -Friable Assessment Cate o NA MLI Restrooms Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: MLI Restroom Wall Tile 1 IF Sample Number: Sample Number: Analytical Results: Sample Location Description: Analytical Results: PH-MLI-FTC35-01 PH-MLI-FTC36-02 MLI NE Comer Women's Restroom Not Detected PH-MLI-FTC35-02 5. ACBMwltln potei for damage NW Comer Women's Restroom Not Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) FT36 Good (G) Material Code: Material Sequence: Size: FTC 36 Type l N on Friable Color: Pattern / Texture: Associated Materials: Black White Checkered Yellow Mastic Type l l N onFnable(II) I Quantity (SF/LF/EA): Material Type: 600 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: MLI Restroom Wall Tile 1 IF Sample Number: Sample Location Description: Analytical Results: PH-MLI-FTC36-01 MLI Woman's Restroom E Wall At North Wall YUP Not Detected PH-MLI-FTC36-02 MLI Women's Restroom N Wall at East Wall Tup Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) F 1 38 O _ Material Code: Material Sequence: Size: Homogeneous Material Description: Floor Tile & Assoc. Mastic 12x12 Photo Material Code: Material Sequence: FTC 37 Size: 4x4 Color: Pattern / Texture: Red/Eoro n Associated Materials: Gray Mastic Quantity (SF/LF/EA): Material Type: Friability: 900 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Analytical Results: MLI Kitchen NW comer of Bar Not Detected PH-MLI-FTC38-02 Sample Number: Sample Location Description: Analytical Results: PH-MLI-FTC37-01 MLI Kitchen 30' from n Wall 5' from w Wall Not Detected PH-MLI-FTC37-02 MLI Kitchen 30' from n Wall 5' from w Wall Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) F 1 38 O _ Material Code: Material Sequence: Size: FTC 38 12x12 Color: Pattern / Texture: Associated Materials: Green/Blue Mottled Yellow adhesive Quantity (SF/LF/EA): Material Type: Friability: 325 SF M Type I Non -Friable Condition: Disturbance Potential: Fair 7 Moderate Assessment Category: T NA Material Notes: MLI Behind Bar in Banquet Room Sample Number: Sample Location Description: Analytical Results: PH-MLI-FTC38-01 NW comer of Bar Not Detected PH-MLI-FTC38-02 NWall 6"East of Doorway to kitchen Not Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Condition Date: 07-31,08-01,08-02-2019 Floor Tile & Assoc. Mastic Inspectons): Deters/Niles 2ble(F) Good (G) Material Code: Material Sequence: FTC 40 Size: Color: Pattern / Texture: Tan Associated Materials: Gray Linoleum Homogeneous Material Description: Floor Tile & Assoc. Mastic Friability: Type I Non -Friable Photo 3 n 7 dhesive Material Code: Material Sequence: Size: FTC 39 Color: Pattern / Texture: Associated Materials:rNo Gray Floor Linoleum Hoor Tile uan ' SF/LF/EA : Material T e: Friabili : 300 SF M Friable FCondition: Disturbance Potential: Assessment Cate o : Good LowNA Material Notes: ML2 SW end of store near refrierator Not Detected Sample Number: Sample Location Description: Analytical Results: Presumed Not Sampled Not Antal zed 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: FTC 40 Size: Color: Pattern / Texture: Tan Associated Materials: Gray Linoleum Quantity (SF/LF/EA): Material Type: 500 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: ML2 Entry and Kitchen and North Bath Sample Number: Sample Location Description: Analytical Results: PH-ML2-FTC40-01 ML2 Kitchen P from East Wall P from S Wall Not Detected PH-ML2-FTC40-02 N Bathroom NE Comer Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Project: Paramount Heights Shop/Cnfr Date: 07-31,08-01,08-02-2019 Floor Tile & Assoc. Mastic Inspector(s): Deters/Niles Outpost Development 19086.001.001 Good (G) FTC 42 1. Damaged or slgnlfical damaged TSI ACM Color: Pattern / Texture: Associated Materials: Gray Lino W Tan Adhesive Type l N on Friable Quantity (SF/LF/EA): Material Type: Friability: Moderate(M) Homogeneous Material Description: Mlscellaneous(M) Photo Floor Tile & Assoc. Mastic Hlgb(H) Sample Number: Sample Location Description: Analytical Results: Material Code: Material Sequence: Size: FTC 41 4. Damaged orsignificantly damaged triable miscellaneous ACM Color: Pattern / Texture: Associated Materials: Black Tan Linoleum 5. ACBMwltln potei for damage Quantity (SF/LF/EA): Material Type: Friability: 500 SF M Friable F 6. ACBMwldopatent a torslgniticent dam age Condition: Disturbance Potential: Assessment Category: Good Low 4 7. Any remaining friable ACBM of maple suspected ACBM Material Notes: ML2 Bathroom off salesfloor Multicolor debris assumed under the flooring Sample Number: Sample Location Description: Analytical Results: PH-ML2-FTC41-01 ML2 Bathroom off store area 1.5 from N wall on West 1 % Chrysotile — Wall Multicolor debris under flooring PH-ML2-FTC41-02 ML2 Bathroom off store area11.5 from N wall on West Not Detected Homogeneous Material Description: Fnabiby Photo Floor Tile & Assoc. Mastic Assessment Categories: surfacing (S) Material Code: Material Sequence: Size: Good (G) FTC 42 1. Damaged or slgnlfical damaged TSI ACM Color: Pattern / Texture: Associated Materials: Gray Lino W Tan Adhesive Type l N on Friable Quantity (SF/LF/EA): Material Type: Friability: Moderate(M) 50 SF M Friable (F) Mlscellaneous(M) Condition: Disturbance Potential: Assessment Category: Good Moderate NA Material Notes: ML 4 Bathroom50 SF Poor (P) Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-ML4-FTC42-01 ML4 Bathroom NE Comer Not Detected PH-ML4-FTC42-02 ML4 Bathroom E Wall 31 from N Wall Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: FTC 44 Size: 12x12 Homogeneous Material Description: Associated Materials: Black Grout Friability: Photo Floor Tile & Assoc. Mastic Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: ML4 Front Foyer _ _ - e.•'-�` Material Code: Material Sequence: Size: FTC 43 12x12 Color: Pattern / Texture: Associated Materials: Black Gray Grout Quantity SF/LF/EA: Material Type: 600 SF M Friability:->---� Type I Non -Friable Condition: Disturbance Potential: Good Low Assessment Cate o : NA Material Notes: ML4 Main hair cutting area 600 SF 5. ACBMwltln potei for damage Sample Number: Sample Location Description: Analytical Results: PH-ML4-FTC43-01 ML4 S end of black Tile at W Wall Not Detected PH-ML4-FTC43-02 ML4 S end of black Tile at E Wall Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Floor Tile & Assoc. Mastic surfacing (S) Good (G) Material Code: Material Sequence: FTC 44 Size: 12x12 Color: Pattern / Texture: Green Quantity (SF/LF/EA): Material Type: Associated Materials: Black Grout Friability: 16 SF M Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: ML4 Front Foyer Mlscellaneous(M) IF Sample Number: Sample Location Description: Analytical Results: PH-ML4-FTC44-01 SW comer of foyer Not Detected PH-ML4-FTC44-02 NE comer of foyer Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[enoal Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo _ _ • _ Inspectons): Deters/Niles FTC 46 12x12 Color: Pattern / Texture: Associated Materials: Green/Wtute Gray Grout Quan ' SF/LF/EA : Material Type: Friability: 100 SF M Type INon-Friable Condition: Disturbance Potential: Assessment Category: Homogeneous Material Description: Floor Tile & Assoc. Mastic Material Notes: Photo ` Material Code: Material Sequence: FTC 45 Sample Number: Size: 12x12 Color: Pattern / Texture: Green/Wtute Mottled PH-LL3-FTC46-01 Associated Materials: Black Mastic Quantity (SF/LF/EA): Material Type: 200 SF M PH-LL3-FTC46-02 Friability: Type I Non -Friable Condition: Disturbance Potential: Fair Moderate Material Notes: LL3 Room on the West side Assessment Category: NA Sample Number: PH-LL3-FTC45-01 Sample Location Descrl tion Analytical Results: LL3 West room 2" from S wall P from W Wall 9.0% Chrysotile - Tile PH-LL3-FTC45-02 LL3 West room 6" from S Wall Strong E Wall Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Homogeneous Material Description: Fnabiby Condition Photo _ _ • _ Floor Tile & Assoc. Mastic Material Code: Material Sequence: Size: FTC 46 12x12 Color: Pattern / Texture: Associated Materials: Green/Wtute Gray Grout Quan ' SF/LF/EA : Material Type: Friability: 100 SF M Type INon-Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: LL3 Bathroom Moderate(M) Sample Number: Sample Location Description: Analytical Results: PH-LL3-FTC46-01 LL3 Bathroom Behind Toilet Not Detected PH-LL3-FTC46-02 LL3 Bathroom Behind Toile Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) (9) - Material Code: Material Sequence: Size: FTC 47 12x12 Color: Pattern / Texture: Associated Materials: White Mottled Black Mastic Quantity (SF/LF/EA): Material Type: : 350 SF M N Type I Non -Friable Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: LL2 Floor Tiles stem Sample Location Description: Sample Number: Sample Location Description: Analytical Results: PH-LL2-FTC47-01 PH-LL2-FTC47-01 Not Detected PH-LL2-FTC47-02 SW Comer Not Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) - Material Code: Material Sequence: Size: FTC Color: 48 Pattern / Texture: 9x9 Associated Materials: Multicolored Covered with Old Yellow Mastic and painted Gray Gray paint over old yellow mastic over file over black mastic over concrete Qua n ' SF/LF/EA : Material Type: Friability: 50 SF Condition: M Disturbance Potential: T e I Non -Friable Assessment Category: Fair Low NA Material Notes: LL6 Bathroom 50 SF 4. Damaged orsignificantly damaged triable miscellaneous ACM Sample Number: Sample Location Description: Analytical Results: PH-LL6-FTC48-01 PH-LL6-FTC48-01 18.0% Chrysotile - Tile PH-LL6-FTC48-02 LL6F 611 From North F from East Wall Not analyzed 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[enoal Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlsce111aneous(M) Type l l N onFnable(11) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 50 Homogeneous Material Description: Floor Tile & Assoc. Mastic Photo i • Material Code: Material Sequence: FTC 49 Size: Color: Pattern / Texture: Black and Wt)ite Associated Materials: Black Mastic Quantity (SF/LF/EA): Material Type: 40 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Poor Moderate Assessment Cate o NA Material Notes: LL6 4" by 10' Strip of floor file where wall was removed. Sample Number: Sample Location Description: Anal 'cal Results: PH-LL6-FTC49-01 LL6C 10' from N Wall 6' from E Wall 7.0% Chrysofile - Tile PH-LL6-FTC49-02 LL6C 10' from N Wall T from E Wall Not analyzed Not analyzed Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: FTC 50 Color: Pattern / Texture: Associated Materials: Tan Yellow and Black Mastic Quantity (SF/LF/EA): Material Type: Friability: 50 SF M Friable F Condttton: Disturbance Potential: Assessment Category: Poor Moderate 4 Material Notes: LL6B Restroom and Entryway Floor Covering Sample Number: A 2 Damaged triable surfacing ACM Sample Location Description: Analytical Results: PH-LL6-FTC50-01 Hlgb(H) LL6B S Side 2' from East 78.0% Chrysotile — Backing Material PH-LL6-FTC50-02 LL6B S Side 2.5from East Not analyzed 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby Photo Ph Floor Tile & Assoc. Mastic - - - Material Code: Material Sequence: Good (G) Material Code: Material Sequence: FTC 51 Color: Pattern / Texture: Size: Associated Materia White Mottled Quantity (SF/LF/EA): Material Type: 50 SF M Mastic Friability: Type I Non -Friable Condition: Disturbance Potential: Assessment Cate o Far Low NA Material Notes: LL7 Bathroom Sam Ie Number: Quantity (SF/LF/EA): Material Type: Sample Location Description: Analytical Results: PH-LL7-FTC51-01 onMon: Disturbance Potential: Assessment Cate o Coll Fair Low NA Material Notes: LL8 Shower room LL7 Restroom Doorway E Side Not Detected PH-LL7-FTC51-02 PH-LL8-FTC52-01 LL7 Restroom Doorway W Side Not Detected LL8 Shower Room East end of shower Entrance Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Photo Floor Tile & Assoc. Mastic Assessment Categories: - - - Material Code: Material Sequence: Good (G) Size: FTC 52 Color: Pattern / Texture: Therm at System Insulation (TSI) 4x4 Associated Materials: Brown Wood Grain Moderate(M) 2 Damaged triable surfacing ACM - -s2 Quantity (SF/LF/EA): Material Type: Friability: 150 SF M Type I Non -Friable onMon: Disturbance Potential: Assessment Cate o Coll Fair Low NA Material Notes: LL8 Shower room Sample Nundgerom Sample Location Description: Its: PH-LL8-FTC52-01 LL8 Shower Room East Wall 41 from N Wall Not Detected PH-LL8-FTC52-02 LL8 Shower Room East end of shower Entrance Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspector(s): Deters/Niles Homogeneous Material Description: Fnabiby Condition Photo Floor Tile & Assoc. Mastic surfacing (S) ., , L IPO 1 - - - - Material Code: Material Sequence: Size: FTC 53 4x4 Color: Pattern / Texture: White Associated Materia White MasticTcs Quantity (SF/LF/EA): Material Type: 20 SF M Friability: Type I Non -Friable Condition: Disturbance Potential: Good Low Material Notes: LL8 Shower Room Assessment Cate o NA Sample Location Description: Analytical Results: PH-SI-LIPO1-01 T from s wall T from e wall Sample Number: PH-SI-LIPO1-02 Sample Location Description: Analytical Results: PH-LL8-FTC53-01 LL8 Shower Room W of shower Bottom Tile Not Detected PH-LL8-FTC53-02 LL8 Shower Room E of Shower Bottom Tile Not Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Lay in Ceilmg Panel surfacing (S) ., , L IPO 1 - - - - Material Code: Material Sequence: Size: LIP O1 2x4 Color: Pattern / Texture: Associated Materia White Large Fissures and Pinholes Quantity (SF/LF/EA): Material Type: Friability: 360 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Mlscellaneous(M) Type l l N onFnable(II) Sample Number: Sample Location Description: Analytical Results: PH-SI-LIPO1-01 T from s wall T from e wall Not Detected PH-SI-LIPO1-02 T from s wall along w wall Not Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspector(s): Deters/Niles Homogeneous Material Description: Fnabiby Photo Lay in Ceilmg Panel Material Code: Material Sequence: LIP 02 Color: Pattern / Texture: White Pinholes Quantity (SF/LF/EA): Material Type: 10 SF M Size: 2x4 Associated Materials: Friability: Friable F _ Lf I P O 2 Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: 10 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Sample Number: Sample Location Description: Sample Location Description: Analytical Results: PH-SI-LIP02-01 Upstairs E Wall 5' from N Wall 2' From s wall T from e wall Not Detected PH-SI-LIP02-02 Not Detected 2' From s wall T from e wall Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Lay in Ceilmg Panel surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: LIP 03 Color: Pattern / Texture: Associated Materials: Small Fissures and Pinholes Quantity (SF/LF/EA): Material Type: Friability: 10 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-SI-LIP03-01 Upstairs E Wall 5' from N Wall Not Detected PH-SI-LIP03-02 Upstairs 6" from N wall 3' from e Wall Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby Photo Photo Lay in Ceilmg Panel surfacing (S) Material Code: Material Sequence: Size: - Material Code: Material Sequence: Size: LIP 04 2x4 Color: Pattern / Texture: White Pinholes Quantity (SF/LF/EA): Material Type: Associated Materi Friability: 200 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Sample Number: Sample Location Description: Analytical Results: PH-LL9-LIP04-01 5' from n wall, 6" from e wall(Seating area Not Detected PH-LL9-LIP04-02 5' from n well 5' from e wall(Seating area Not Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Homogeneous Material Description: Fnabiby Photo Lay in Ceilmg Panel Assessment Categories: surfacing (S) Material Code: Material Sequence: Size: Good (G) LIP 05 2x4 1. Damaged or slgnlfical damaged TSI ACM Color: Pattern / Texture: Associated Materials: White Fissures and pinholes Type l N on Friable Quan ' SF/LF/EA : Material Type: Friabili : 400 SF M Friable F Moderate(M) Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Mlscellaneous(M) Sample Number: Sample Location Description: Analytical Results: PH-LL9-LIP05-01 6" from N wall, 9' from e wall Not Detected PH-LL9-LIP05-02 12' from n wall 20 from 3. wall Not Detected 3. Significantly dam aged triable surfacing ACM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: LIP 07 Size: 2x4 Homogeneous Material Description: Associated Materials: Large and small pinholes Quantity (SF/LF/EA): Material T e: 400 SF M Photo Lay in Ceilmg Panel Mlscellaneous(M) Sample Number: Sample Location Description: Material Code: Material Sequence: Size: LIP 06 2x4 Color: Pattern / Texture: White Pocketed Fissures Associated Materials: Quantity (SF/LF/EA): Material Type: 300 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Catego Good Low NA Material Notes: 5. ACBMwltln potei for damage Sample Number: Sample Location Description: Analytical Results: PH-LL9-LIP06-01 9' from n wall15' from e Not Detected PH-LL9-LIP06-02 7. Any remaining friable ACBM of maple suspected ACBM 5' from rL 9' from east Not Detected Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Lay in Ceilmg Panel surfacing (S) Good (G) Material Code: Material Sequence: LIP 07 Size: 2x4 Color: Pattern / Texture: Wt)ite Associated Materials: Large and small pinholes Quantity (SF/LF/EA): Material T e: 400 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Mlscellaneous(M) Sample Number: Sample Location Description: Analytical Results: PH-LL9-LIP07-01 8' Fr n 6' from e None Detected PH-LL9-LIP07-02 16' from n 5 from e None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Lay in Ceiling Panel Material Code: Material Sequence: Inspector(s): Deters/Niles _ L I P Q 9 LIP 09 2x4 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Type l N on Friable Quantity (SF/LF/EA): Material Type: Photo Lay in Ceiling Panel Friable F Assessment Cate o NA Type l l N onFnable(II) Poor (P) Material Code: Material Sequence: Size: LIP 08 2x4 Color: Pattern/Texture: Associated Materials: PH-LLI-LIP09-01 LLI Bedroom Area 3' from E Wall P from N Wall None Detected LIp6$ White Cratered Yellow fiberglass backing Quantity (SF/LF/EA): Material Type: Friability: 1047 SF M Friable F Condition: Disturbance Potential: Assessment Cate o Good Moderate NA Material Notes: IL7 Sample Number: 5. ACBMwltln potei for damage Sample Location Description: Analytical Results: PH-ML7-LIP08-01 8' from S Wall at W Wall None Detected PH-ML7-LIP08-02 8' from S Wall at Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Photo Lay in Ceiling Panel Material Code: Material Sequence: Size: _ L I P Q 9 LIP 09 2x4 Color: Pattern / Texture: Associated Materials: White Small Med Pinholes Type l N on Friable Quantity (SF/LF/EA): Material Type: Friability: 300 SF M Condition: Disturbance Potential: Good Low Material Notes: LLI Ceiling Tiles in Bedroom Area and Women's Restroom Friable F Assessment Cate o NA Type l l N onFnable(II) Poor (P) Hlgb(H) Sample Number: Sample Location Description: Jk Analytical Results: PH-LLI-LIP09-01 LLI Bedroom Area 3' from E Wall P from N Wall None Detected PH-LLI-LIP09-02 LLI Bedroom Area P from E Wall 1' From North Wall None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr Date: 07-31,08-01,08-02-2019 19086.001.001 Inspectons): Deters/Niles Condition Photo Lay in Ceilmg Panel surfacing (S) Homogeneous Material Description: Material Code: Material Sequence: Photo La in Ceifin Panel Associated Materials: LIPS 0 - - - Material Code: Material Sequence: Size: LIP 10 Condition: Disturbance Potential: Assessment Cate o : Good Low NA Material Notes: MLI Women's RR Color: Pattern / Texture: Associated Materials: White Fissures and Pinholes Quantity SF/LF/EA : Material T e: Friabili 50 SF M Friable F Condition: Disturbance Potential: Good Low Material Notes: LL Women's Restroom Assessment Cate o NA Sample Number: None Detected Sample Location Description: Analytical Results: PH-LLI-LIP10-01 Women's Room F from N Wall F from W Wall None Detected PH-LLI-LIP10-02 Women's Room F6 " from N Wall T from W wall None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Lay in Ceilmg Panel surfacing (S) Good (G) Material Code: Material Sequence: Size:n. LIP 11 Color: Pattern / Texture: Associated Materials: White Pinholes and Fissures Moderate(M) Quantity (SF/LF/EA): Material Type: 50 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Cate o : Good Low NA Material Notes: MLI Women's RR Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-MLI-LIPII-01 ML 1 Women's Restroom Ne Comer None Detected PH-MLI-LIPI1-02 MLI Women's Restroom S wall T from E Wall None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlsce111aneous(M) Type l l N onFnable(11) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable Photo Lay in Ceilmg Panel Quantity (SF/LF/EA): Material Type: 1000 SF M -- _ - Material Code: Material Sequence: Size: LIP 12 2x2 Color: Pattern / Texture: White Rough Texture Associated Materials: Quantity (SF/LF/EA): Material Type: 500 SF M Friability: Friable F Condition: Disturbance Potential: Good Low Material Notes: ML2 En WayTile Assessment Cate o : NA ML2 Main Salesfloor NE Comer None Detected Sample Number: Sample Location Description: Analytical Results: PH-ML2-LIP12-01 6" from West Wall 15' from S Wall None Detected PH-ML2-LIP12-02 21' from W Wall 15' from South Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Lay in Ceilmg Panel surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: LIP 13 Type l N on Friable Color: Pattern / Texture: White Smooth w/ Pinholes Associated Materials: Quantity (SF/LF/EA): Material Type: 1000 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Cate o : Good Low NA Material Notes: ML2 Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-ML2-LIP13-01 ML2 Main Salesfloor NE Comer None Detected PH-ML2-LIP13-02 ML2 Main Sales Floor 5' from E Wall 10' from North None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) '• LIP 1 1 S A Material Code: Material Sequence: Size: Homogeneous Material Description: Type l N on Friable IL Photo Lay in Ceiling Panel White - lY `- ' P 1 4 Material Code: Material Sequence: LIP 14 Size: 2x4 Color: Pattern / Texture: Associated Materials: White Fissures and pinholes Assessment Cate o NA Quantity (SF/LF/EA): Material Type: 400 SF M Friability: Friable F Condition: Disturbance Potential: Good Low Material Notes: ML4 Ceiling Assessment Category NA Sample Number: Sample Number: Sample Location Description: Analytical Results: PH-ML4-LIP14-01 NE Comer of Kitchenette None Detected PH-ML4-LIP14-02 NW Comer to Kitchenette None Detected Salon kitchen NE Comer None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Lay in Ceiling Panel surfacing (S) 2ble(F) '• LIP 1 1 S A Material Code: Material Sequence: Size: LIP 15 Type l N on Friable Color: Pattern / Texture: Associated Materials: White Mlscellaneous(M) Quantity (SF/LF/EA): Material T e: Friability: 500 SF M Friable F Condition: Disturbance Potential: Good Low Assessment Cate o NA Material Notes: 4. Damaged orsignificantly damaged triable miscellaneous ACM Sample Number: Sample Location Description: Analytical Results: PH-ML4-LIP15-01 Bathroom S Wall 2' from East Wall None Detected PH-ML4-LIP15-02 Salon kitchen NE Comer None Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspector(s): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: Size: LIP 17 Color: Pattern / Texture: Associated Materials: Homogeneous Material Description: Quantity (SF/LF/EA): Material Type: Friability: Photo Lay in Ceilmg Panel Good Low NA 6 lil Material Code: Material Se uence: Size: LIP 16 4x4 Color: Pattern / Texture: Associated Materials: White Smooth None Detected Quantity SF/LF/EA : Material Type: 200 SF M Friabili : Friable F Condition: Disturbance Potential: Good Low Material Notes: LL2 SE Room Assessment Category NA 5. ACBMwltln potei for damage Sample Number: Sample Location Description: Analytical Results: PH-LL2-LIP16-01 LL2 SW Room T from S Wall Y from W wall None Detected PH-LL2-LIP16-02 LL2 SW Room T from S Wall 8' from E Wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Lay in Ceilmg Panel surfacing (S) Good (G) Material Code: Material Sequence: Size: LIP 17 Color: Pattern / Texture: Associated Materials: White Small and Medium Pinholes Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Friable (F) Condition: Disturbance Potential: Assessment Cate o : Good Low NA Material Notes: LL6F Ceilmg Tile Poor (P) Sample Number: Sample Location Description: Analytical Results: PH-LL6-LIP17-01 LL6F NW Comer None Detected PH-LL6-LIP17-02 LL6F SW Comer None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) k1i -- Material Code: Material Sequence: Size: Homogeneous Material Description: Associated Materials: Photo Adhesive Mastic, Misc. Quantity (SF/LF/EA): Material Type: 400 SF M • - Material Code: Material Sequence: Size: MA O1 3. Significantly dam aged triable surfacing ACM Color: Pattern / Texture: Black Troweled on mastic Associated Materials: No file or vinyl Quantity (SF/LF/EA): Material Type: 1000 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Category: NA Material Notes: NE Comer None Detected PH-ML3-MA02-02 SE Comer None Detected Sam Ie Number: Sample Location Description: Analytical Results: PH-ML3-MA01-01 ML3 3' from e wall P from s wall None Detected PH-ML3-MA01-02 ML3 8' from e wall 8' from n wall None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby Condition Photo Adhesive Mastic, Misc. surfacing (S) k1i -- Material Code: Material Sequence: Size: MA 02 Color: Pattern / Texture: Associated Materials: Yellow Trawled on Mastic Moderate(M) Quantity (SF/LF/EA): Material Type: 400 SF M Friability: Type II Non -Friable Condition: Disturbance Potential: Fair Moderate Assessment Category: NA Material Notes: Appears to have been Carpet Adhesive 3. Significantly dam aged triable surfacing ACM Sample Number: Sample Location Description: Analytical Results: PH-ML3-MA02-01 NE Comer None Detected PH-ML3-MA02-02 SE Comer None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Other. surfacing (S) \` Material Code: Material Se uence: Size: OT O1 Type l N on Friable Color: Pattern / Texture: Associated Materials: BlackTar Around duct protrusions p ro Quantity (SF/LF/EA): Material Type: Friability: 5 LF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Black tar on wood None Detected Sample Number: Sample Location Description: Analytical Results: PH-ML3-OTOl-01 E wall around 8' duct 3rd from N None Detected PH-ML3-OTO1-02 E wall around 8' duct 2nd from N None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Other.Mb surfacing (S) O Material Code: Material Sequence: Size: OT 02 Type l N on Friable Color: Pattern / Texture: Gray Rough Associated Materials: CMU Mortar/Grout Quantity (SF/LF/EA): Material Type: 1540 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Cate o Good Low NA Material Notes: Exterior CMU Grout for Bldg B Hlgb(H) Sample Nundger: PH-ML3-OT02-01 Sample Location De; c E wall 20' from s wall l'up Analytical Results: None Detected PH-ML3-OT02-02 4. Damaged orsignificantly damaged triable miscellaneous ACM S wall 15' from e wall l'up None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Other. Inspectons): Deters/Niles surfacing (S) Material Code: Material Sequence: Size: - OT 04 Homogeneous Material Description: Type l N on Friable Photo Other.. 2 Damaged triable surfacing ACM F Material Code: Material Sequence: Size: OT 03 2x4 Color: Pattern / Texture: Gray Batt Insulation Associated Materials: BackingQuantity (SF/LF/EA): Material Type: Friability: 1431 SF TSI Condition: Disturbance Potential: Friable F Assessment Category: Fair Low NA Material Notes: Above drywall ceiling 5. ACBMwltln potei for damage Material Notes: Sample Number: 6. ACBMwldopatent a torslgniticent dam age Sample Location Description: Analytical Results: PH-ML3-OT03-01 East Wall near ceiling opening 30' from n wall 5' from E wall None Detected PH-ML3-OT03-02 East Wall near ceiling opening 29' from n wall None Detected PH-ML3-OT03-03 East Wall near ceiling opening 28' from n wall 5' from None Detected N wall 30' from e wall Tup None Detected PH-LL9-OT04-04 W wall 1.5' from n wall 5'up Homogeneous Material Description: Fnabiby Condition Other. Assessment Categories: surfacing (S) Material Code: Material Sequence: Size: - OT 04 Therm at System Insulation (TSI) Type l N on Friable Color: Pattern / Texture: Associated Materials: 2 Damaged triable surfacing ACM Gray Rough CMU Grout Poor (P) Quantity (SF/LF/EA): Material Type: Friabili 8003 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Moderate NA 5. ACBMwltln potei for damage Material Notes: Grout on external CMU Walls in LL9 6. ACBMwldopatent a torslgniticent dam age Sample Number: Sample Location Description: Analytical Results: PH-LL9-OT04-01 N wall 15' from E None Detected PH-LL9-OT04-02 N wall 5' from e wall None Detected PH-LL9-OT04-03 N wall 30' from e wall Tup None Detected PH-LL9-OT04-04 W wall 1.5' from n wall 5'up None Detected PH-LL9-OT04-05 W wall 15' from n wall Tup None Detected PH-ML9-OT04-06 N Wall 3' from E Wall 4'Up None Detected PH-ML9-OT04-07 S Wall 10' from E Wall None Detected Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles Other. 2ble(F) Good (G) OT06 . L"••, Material Code: Material Sequence: Size: Homogeneous Material Description: Color: Pattern / Texture: Associated Materials: &L Quantity (SF/LF/EA): Material Type: Friability: Photo Other.. Material Notes: LL3 3. Significantly dam aged triable surfacing ACM Material Code: Material Sequence: Size: OT 05 Color: Pattern / Texture: Grey Grout Associated Materials: Sample Location Description: Quantity (SF/LF/EA): Material Type: 7036 SF M Friability: Friable F PH-LL3-OT06-01 Entrance Hallway S Wall T from entrance Tup Condition: Disturbance Potential: Good Low Material Notes: Bl B Exterior walls Assessment Cate o NA PH-LL3-OT06-02 Entrance Hallway S Wall 15' from entrance Pup 1. 0% by PC Chrysofile 7. Any remaining friable ACBM of maple suspected ACBM Sample Number: Sample Location Description: Analytical Results: PH-ML8-OT05-01 W Wall 10' from N Wall None Detected PH-ML8-OT05-01 N Wall Strong W Wall None Detected PH-ML7-OT05-01 Back Room NW Comer 6" up None Detected PH-ML6-OT05-04 S Wall P from E Wall I'Up None Detected PH-ML5-OT05-05 N Wall 5' from W wall 3.5'up None Detected Homogeneous Material Description: Fnabiby Condition Photo Assessment Categories: Other. 2ble(F) Good (G) OT06 . L"••, Material Code: Material Sequence: Size: OT 06 Color: Pattern / Texture: Associated Materials: Tan Burlap Sac Wallpaper Adhesive Quantity (SF/LF/EA): Material Type: Friability: 400 SF M Friable F Condition: Disturbance Potential: Assessment Category: Fair Moderate 4 Material Notes: LL3 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM Sample Number: Sample Location Description: Analytical Results: PH-LL3-OT06-01 Entrance Hallway S Wall T from entrance Tup 1. 0% by PC Chrysofile PH-LL3-OT06-02 Entrance Hallway S Wall 15' from entrance Pup 1. 0% by PC Chrysofile 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnfr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) F. (D Material Code: Material Sequence: Size: Homogeneous Material Description: PL O1 Fair (F) Photo Other. Quantity (SF/LF/EA): Material Type: Friability: 100 SF M Friable F Type l l N onFnable(II) Condition: Disturbance Potential: Assessment Cate Fair Low NA Material Notes: LL7 North Wall — Patching Material Code: Material Sequence: Size: OT 07 Analytical Results: Color: Pattern / Texture: Associated Materials: Brown Beige and Gold Mastic Quantity (SF/LF/EA): Material Type: Friability: 30 SF M Type II Non -Friable Condition: Disturbance Potential: Assessment Cate o Fair Low NA Material Notes: LL6A S Wall Plastic Wall decoration Sam Ie Number: Sample Location Description: Analytical Results: PH-LL6-OT07-01 LL6A S Wall Material from floor None Detected PH-LL6-OT07-02 LL6A S Wall East of doorway Yup None Detected Homogeneous Material Description: Fnabiby Condition Photo .Plaster surfacing (S) 2ble(F) Good (G) F. (D Material Code: Material Sequence: Size: Therm at System Insulation (TSI) PL O1 Fair (F) Color: Pattern / Texture: Associated Materials: Gra 2 Damaged triable surfacing ACM Quantity (SF/LF/EA): Material Type: Friability: 100 SF M Friable F Type l l N onFnable(II) Condition: Disturbance Potential: Assessment Cate Fair Low NA Material Notes: LL7 North Wall — Patching Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-LL7-PLO1-01 LL7 N Wall W of West DoorYup None Detected PH-LL7-PLO 1-02 LL7 N Wall W of West doorl'up None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cnti 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) suG- 1 Good (G) Material Code: Material Sequence: Size: SVF O1 Homogeneous Material Description: Qua n ' SF/LF/EA : Material T e: Friability: 16 SF M Friable F Photo .Spray on Acoustical Material Notes: Mlscellaneous(M) Material Code: Material Sequence: Size: SOA O1 Analytical Results: Color: Pattern / Texture: Associated Materials: White Popcorn Covering Ceiling Tile Quantity (SF/LF/EA): Material Type: Friability: 2750 SF S Friable F Conition: Disturbance Potential: Assessment Category: Fair Moderate 2 Material Notes: ML 1 Main Dining Area and Foyer Sam Ie Number: Sample Location Description: Analytical Results: PH-MLI-SOA01-01 MLI Foyer Center of area at hole in ceiling texture 5% Chrysotile PH-MLI-SOA01-02 MLI NE comer of dining area along N Wall Not Antal zed PH-MLI-SOA01-03 Outside Men's Restroom Next to S. Wall E of Not Analyzed Restroom Door PH-MLI-SOA01-04 MLI N separated dining area SW Comer Not Antal zed PH-MLI-SOA01-05 Main Dinmg DinArea SW Comer Not Antal zed Homogeneous Material Description: Fnabiby Condition Photo Sheet Vin 1 Hoorin surfacing (S) suG- 1 Good (G) Material Code: Material Sequence: Size: SVF O1 Color: Pattern / Texture: Associated Materials: Off White White Square pattern Qua n ' SF/LF/EA : Material T e: Friability: 16 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: Mlscellaneous(M) Type l l N onFnable(II) Sample Number: Sample Location Description: Analytical Results: PH-SI-SVFO1-01 Upper level Front Area SW comer of entry None Detected PH-SI-SVFO1-02 Upper level Front Area SE comer of entry None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance P°[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Mo°erate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF-ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Inspectons): Deters/Niles Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Sheet Vin 1 Hoorin surfacing (S) C Material Code: Material Sequence: Size: SVF 02 Color: Pattern / Texture: Associated Materials: VAute/Gray Square Pattern Moderate(M) Quantity (SF/LF/EA): Material Type: 100 SF M Friability: Friable F Condition: Disturbance Potential: Good Low Material Notes: Assessment Category: NA Sample Location Description: a Analytical Results: PH-1,1,9-TSO1-01 SW Storage area, wwall atnwall Sin Sample Number: PH-1,1,9-TSO1-02 Sample Location Description: Analytical Results: PH-SI-SVF02-01 SW Comer None Detected PH-SI-SVF02-02 By doorway on floor None Detected 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo . Textured Surfacing surfacing (S) Good (G) Material Code: Material Sequence: Size: TS O1 Color: Pattern / Texture: Associated Materials: Tan/Pink Stucco Cement/Stucco walls Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Friable F Condition: Disturbance Potential: Assessment Categm Fair Moderate NA Material Notes: Stucco coating on walls — Patelging Material Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Sample Number: Sample Location Description: a Analytical Results: PH-1,1,9-TSO1-01 SW Storage area, wwall atnwall Sin None Detected PH-1,1,9-TSO1-02 SW storage area N wall, F from e wall Yup None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) Good (G) Material Code: Material Sequence: Size: TS 03 Color: Pattern / Texture: Associated Materials: White Trawled on drywall Homogeneous Material Description: Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: LL5 Wmtmg Room and W wall across from hallway Sample Number: Photo Textured Surfacing PH-LL5-TS03-01 Waiting Room NW Comer None Detected Material Code: Material Sequence: Size: TS 02-'�- PH-LL5-TS03-03 Color: Pattern / Texture: Tan Sealant Associated Materials: Spread over CMU Quantity (SF/LF/EA): Material Type: 200 SF M Friability: Friable F Condition: Disturbance Potential: Assessment Cate o Fair Moderate NA Material Notes: Spread over CMU —Patchin Material Sample Number: Sample Location Description: Analytical Results: PH-LL9-TS02-01 SW Storage area e wall at entry Yup None Detected PH-LL9-TS02-02 SW storage area e wall at en 5'up None Detected 7. Any remaining friable ACBM of maple suspected ACBM Homogeneous Material Description: Fnabiby 2ble(F) Condition Photo Textured Surfacing. surfacing (S) Good (G) Material Code: Material Sequence: Size: TS 03 Color: Pattern / Texture: Associated Materials: White Trawled on drywall Quantity (SF/LF/EA): Material Type: Friability: 200 SF M Friable F Condition: Disturbance Potential: Assessment Category: Good Low NA Material Notes: LL5 Wmtmg Room and W wall across from hallway Sample Number: Sample Location Description: Analytical Results: PH-LL5-TS03-01 Waiting Room NW Comer None Detected PH-LL5-TS03-02 Waiting Room SE Comer S Wall None Detected PH-LL5-TS03-03 S. Hallway W of bathroom door None Detected 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age Matenal Type Fnabiby 2ble(F) Condition Disturbance Po[ental Assessment Categories: surfacing (S) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Textured Surfacing. Inspectons): Deters/Niles 55 2ble(F) Material Code: Material Sequence: Size: TS 05 Color: Pattern / Texture: Associated Materials: White Drywall Homogeneous Material Description: Condition: Disturbance Potential: Assessment Cate JOE Fair Low NA Material Notes: LL3 S Wall and SE Wall IL 2 Damaged triable surfacing ACM Photo Textured Surfacing. Sample Number: Sample Location Description: Analytical Results: PH-LL3-TS05-01 Material Code: Material Sequence: Size: PH-LL3-TS05-02 TS 04 None Detected PH-LL3-TS05-03 Color: Pattern / Texture: White Troweled Surfacing Associated Materials: Over gray plaster or 5. ACBMwltln potei for damage Quantity (SF/LF/EA): Material Type: 1750 SF S Friability: Friable F Condition: Disturbance Potential: Assessment Cate Fair Moderate NA Material Notes: LL Walls in main bar area over both concrete exterior and all interior 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Sample Number: Sample Location Analytical Results: PH-LLI-TS04-01 N wall Y from W wall Pup None Detected PH-LLI-TS04-02 N Wall TW from N Entrance None Detected PH-LLI-TS04-03 W Wall 30' form N Wall None Detected PH-LLI-TS04-04 W Wall 30' form N Wall None Detected PH-LLI-TS04-05 N Wall 10' from W Wall None Detected Homogeneous Material Description: Fnabiby Photo Textured Surfacing. Assessment Categories: 55 2ble(F) Material Code: Material Sequence: Size: TS 05 Color: Pattern / Texture: Associated Materials: White Drywall Quantity (SF/LF/EA): Material Type: Friability: 500 SF S Friable F Condition: Disturbance Potential: Assessment Cate JOE Fair Low NA Material Notes: LL3 S Wall and SE Wall Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Sample Number: Sample Location Description: Analytical Results: PH-LL3-TS05-01 W Wall 5' from S Wall Sup None Detected PH-LL3-TS05-02 S Wall 10' from E Wall Tup None Detected PH-LL3-TS05-03 S Wall 10' from W Wall Tup None Detected 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Photo Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: TS 07 Homogeneous Material Description: White LL6 Surfacing on Northam Walls Photo Textured Surfacing ondition: Disturbance Potential: Assessment Category: Coll Fair Low NA Material Code: Material Sequence: Size: TS 06 Sample Number: Color: Pattern / Texture: White Ceiling Texture Associated Materials: Quantity (SF/LF/EA): Material Type: 750 SF S Friability: Friable F Condition: Disturbance Potential: Good Low Material Notes: LL2 CeilingTexture Assessment Cate o NA None Detected PH-LL6-TS07-02 Sam Ie Number: None Detected Sample Location Description: Analytical Results: PH-LL2-TS06-01 LL2 Above Desk 10' from E Wall 10' from N Wall None Detected PH-LL2-TS06-02 LL2 N room above north entrance None Detected PH-LL2-TS06-036 LL2 N room above center window 15' from E Wall None Detected Homogeneous Material Description: Fnabiby Condition Photo . Textured Surfacing surfacing (S) 2ble(F) Good (G) Material Code: Material Sequence: Size: TS 07 Color: Pattern / Texture: Associated Materials: White LL6 Surfacing on Northam Walls Qua!' SF/LF/EA : Material Type: Friability,\, 500 SF S Friable F ondition: Disturbance Potential: Assessment Category: Coll Fair Low NA Material Notes: Poor (P) Hlgb(H) Sample Number: Sample Location Description: Analytical Results: PH-LL6-TS07-01 4. Damaged orsignificantly damaged triable miscellaneous ACM LL6C N Wall S' from E Wall 2'Up None Detected PH-LL6-TS07-02 LL6AN Wall 15' from W Wall Pup None Detected PH-LL6-TS07-03 LL6C N Wall at East Wall 3.5'up None Detected 7. Any remaining friable ACBM of maple suspected ACBM Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM LANDMARK VF_ENVIM�XNFMPLWle. 7881 Shaffer Parkway Littleton, Colorado 80127 ♦ 720-283-8974 ♦ Fax 720-2838666 Homogeneous Area Building Inspection Form Client Outpost Development Project: Paramount Heights Shop/Cntr 19086.001.001 Date: 07-31,08-01,08-02-2019 Disturbance Po[ental Inspectons): Deters/Niles surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Homogeneous Material Description: Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Photo Textured Surfacing Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM - - _ - '- Ts -os _ - Material Code: Material Sequence: TS 08 Size: Color: Pattern / Texture: Associated Materials: Brown 5. ACBMwltln potei for damage Quantity (SF/LF/EA): Material Type: Friability: 80 SF S Friable F Condition: Disturbance Potential: Assessment Cate o : Fa r Low NA Material Notes: LL8 Shower Room East Wall Sample Number: 7. Any remaining friable ACBM of maple suspected ACBM Sample Location Description: Analytical Results: PH-LL8-TS08-01 LL8 Shower Room E Wall 6" from N None Detected PH-LL8-TS08-02 LL8 Shower Room E Wall 6' from N None Detected PH-LL8-TS08-03 LL8 Shower Room E Wall 6" from S None Detected Matenal Type Fnabiby Condition Disturbance Po[ental Assessment Categories: surfacing (S) 2ble(F) Good (G) F. (D 1. Damaged or slgnlfical damaged TSI ACM Therm at System Insulation (TSI) Type l N on Friable Fair (F) Moderate(M) 2 Damaged triable surfacing ACM Mlscellaneous(M) Type l l N onFnable(II) Poor (P) Hlgb(H) 3. Significantly dam aged triable surfacing ACM 4. Damaged orsignificantly damaged triable miscellaneous ACM 5. ACBMwltln potei for damage 6. ACBMwldopatent a torslgniticent dam age 7. Any remaining friable ACBM of maple suspected ACBM Attachment B SUMMARY OF ACMS SUMMARY OF ASBESTOS CONTAINING MATERIALS (ACM) - SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Asbestos -Containing Material (ACM) - Summary BUILDING: Paramount Heights Shopping Center (PH) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS BBA -Baseboard Adhesive BBA05 Tan/Yellow with Tan Baseboard Baseboard Adhesive, associated with CDW06 - ML7 N. wall, E. wall, S. 20 SF Good Low wall, W. wall, BBA05 Total Qty 20 BBA06 Black adhseive associated with tan baseboard Baseboard Adhesive, associated with CDW07 - LL5 N. wall, E. wall, S. 10 SF Good Low wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- BBA06 Total Qty 10 BBA15 Tan Mastic / Gray Covebase Baseboard Adhesive, associated with CDW01 - ML2 Restroom ML2 7 SF Good Low BBA15 Total Qty 7 BBA17 Tan adhesive with tan covebase Baseboard Adhesive, associated with CDW17 - 1.1.7 Restroom LL7 Other 5 SF Damaged Low Restroom (Fair) BBA17 Total Qty 5 BBA -Baseboard Adhesive Total Qty 42 CA -Carpet Adhesive CA04 Yellow Carpet Adhesive, associated with Dark Blue - 1.1.9 LL9 Floor, 300 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- CA04 Total Qty 300 CA08 Brown Carpet Adhesive, associated with Brown Carpeting - ML7 ML7 Floor, 200 SF Damaged Low (Fair) CA08 Total Qty 200 CA15 Blue Carpet, Yellow Glue Carpet Adhesive - ML4 Back Room ML4 Floor, 200 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- CA15 Total Qty 200 CA18 Yellow Carpet Adhesive, associated with Blue Carpeting in Front Room - 1.1.6 Front Room LL6 Floor, 350 SF Damaged Low (Fair) Page 1 of 5 SUMMARY OF ASBESTOS CONTAINING MATERIALS (ACM) - SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Asbestos -Containing Material (ACM) - Summary BUILDING: Paramount Heights Shopping Center (PH) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CA18 Yellow Carpet Adhesive, associated with Blue Carpeting in Front Room - LL6 Front Room CA18 Total Qty 350 CA -Carpet Adhesive Total Qty 1,050 CDW-Composite Drywall, Tape & Jt. Cmpd CDW06 White Textured Composite Drywall, Tape &Jt. cmpd, associated with Surfacing Joint Cmpd and Tape -ML7 ML7 N. wall, E. wall, S. 500 SF Good Low wall, W. wall, CDW06 Total Qty 500 CDW14 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape - LL3 Internal Drywall LL3 Other 1,200 SF Good Moderate Various internal walls CDW14 Total Qty 1,200 CDW16 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Compound and Tape - LL6 N. wall, E. wall, S. 1,000 SF Damaged Low wall, W. wall, (Fair) CDW16 Total Qty 1,000 CDW- Composite Drywall, Tape Total Qty 2,700 & Jr. Cmpd FTC -Floor Tile & Assoc. Mastic FTCO2 12x12 White Mottled Floor Tile & Assoc. Mastic, associated with Yellow and Black Adhesive - LL9 Restrooms LL9 Floor, 300 SF Damaged Moderate (Fair) FTCO2 Total Qty 300 FTC06 Gray Geometric Floor Tile & Assoc. Mastic, associated with Brown Mastic - Linoleum in womens RR LL9 Floor, 500 SF Damaged Low (Fair) FTC06 Total Qty 500 FTC08 12X12 Teal, Blue Geometric Floor Tile & Assoc. Mastic, associated with Black mastic - LL9 Floor, 1,200 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC08 Total Qty 1,200 FTC10 9X9 Teal Mottled Floor Tile & Assoc. Mastic, associated with Black Mastic - LL9 Floor, 400 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- Page 2 of 5 SUMMARY OF ASBESTOS CONTAINING MATERIALS (ACM) - SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Asbestos -Containing Material (ACM) - Summary BUILDING: Paramount Heights Shopping Center (PH) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC10 9X9 Teal Mottled Floor Tile & Assoc. Mastic, associated with Black Mastic - FTC10 Total Qty 400 FTC12 Multiple Yellow Floor Tile & Assoc. Mastic, associated with Yellow Mastic over White with black diamond with yellow masticover White Mottled Over Green Mottled - Mastic on top of three layers of laminate flooring ML8 Floor, 1,000 SF Significant Moderate Damage (Poor) -------------------------------------------------------------------------------------------------------------------------------- FTC12 Total Qty 1,000 FTC13 Wood Grained Floor Tile &Assoc. Mastic, associated with Yellow Mastic - Near RR ML8 Floor, 100 SF Damaged Moderate (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC13 Total Qty 100 FTC16 Gray Gray Floor Tile & Assoc. Mastic, associated with Rock Surface - ML8 Floor, 100 SF Damaged Moderate (Fair) FTC16 Total Qty 100 FTC20 12x12 White Mottle Floor Tile &Assoc. Mastic, associated with Yellow Mastic - ML7 Floor, 540 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC20 Total Qty 540 FTC21 Tan Floor Tile & Assoc. Mastic, associated with Yellow Mastic - ML7 Floor, 540 SF Damaged Low (Fair) FTC21 Total Qty 540 FTC25 6x36 Gray Wood Grain Floor Tile & Assoc. Mastic, associated with Mastic - Main Area of ML5 Did not smaple to avoid damage ML5 Floor, 500 SF Good Low FTC25 Total Qty 500 FTC26 Gray Geometric Floor Tile & Assoc. Mastic, associated with Lineoleum Mastic - LL1 SE Storage Room LL1 Floor, 60 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC26 Total Qty 60 FTC39 Gray Floor Linolium Floor Tile Floor Tile & Assoc. Mastic - ML2 SW end of store near refridgerator ML2 Floor, 300 SF Good Low Did not sample Page 3 of 5 SUMMARY OF ASBESTOS CONTAINING MATERIALS (ACM) - SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Asbestos -Containing Material (ACM) - Summary BUILDING: Paramount Heights Shopping Center (PH) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC39 Gray Floor Linolium Floor Tile Floor Tile & Assoc. Mastic - ML2 SW end of store near refridgerator FTC39 Total Qty 300 FTC41 Black Floor Tile & Assoc. Mastic, associated with Tan Linolium - ML2 Restroom ML2 Floor, 500 SF Good Low FTC41 Total Qty 500 FTC45 12x12 Green/White Mottled Floor Tile & Assoc. Mastic, associated with Black Mastic - LL3 Room on the West side LL3 Floor, 200 SF Damaged Moderate (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC45 Total Qty 200 FTC48 Multi Colored 9x9 Covered with Old Yellow Mastic and painted Gray Floor Tile & Assoc. Mastic, associated with Gray paint over old yellow mastic over tile over black mastic over concrete - LL6 Bathroom LL6 Floor, 50 SF Damaged Low (Fair) FTC48 Total Qty 50 FTC49 Black and White Floor Tile & Assoc. Mastic, associated with Black Mastic - LL6 4" by 10' Strip of floor tile where wall was removed. LL6 Floor, 40 SF Significant Moderate Damage (Poor) -------------------------------------------------------------------------------------------------------------------------------- FTC49 Total Qty 40 FTC50 Tan Floor Tile & Assoc. Mastic, associated with Yellow and Black Mastic - LL6B Restroom and Entryway Floor Covering LL6 Floor, 50 SF Significant Moderate Damage (Poor) FTC50 Total Qty 50 FTC -Floor Tile & Assoc. Mastic Total Qty 6,380 OT -OTHER OT06 Tan Burlap Sac Wallpaper OTHER, associated with Adhesive - LL3 LL3 N. wall, E. wall, S. 400 SF Damaged Moderate Various Walls wall, W. wall, (Fair) OT06 Total Qty 400 OT -OTHER Total Qty 400 Page 4 of 5 SUMMARY OF ASBESTOS CONTAINING MATERIALS (ACM) - SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Asbestos -Containing Material (ACM) - Summary BUILDING: Paramount Heights Shopping Center (PH) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS SOA -Spray -on Acoustical/Texturing SOA01 White Popcorn Spray -on Acoustical/Texturing, associated with Covering Ceiling Tile - M1.1 Main Dining Area and Foyer ML1 Ceiling, 2,750 SF Damaged Moderate (Fair) SOA01 Total Qty 2,750 SOA -Spray -on Total Qty 2,750 Acoustical/Texturing Page 5 of 5 Attachment C SUMMARY OF TRACE -ALMS SUMMARY OF TRACE (<1%) ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Trace (<I o) Asbestos -Containing Material BUILDING: Paramount Heights Shonning Center (PH HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CDW-Composite Drywall, Tape & Jt. Cmpd CDW01 Painted no texture Composite Drywall, Tape & Jt. cmpd, associated with Compound and tape -All exterior unit walls ML2 W. wall, 472 SF Good Moderate ML3 N. wall, E. wall, S. 2,971 SF Damaged Low Exterior drywall system Interior walls wall, W. wall, Ceiling, (Fair) already removed S1 N. wall, E. wall, S. 784 SF Damaged Low wall, W. wall, (Fair) CDW01 Total Qty 4,227 CDW03 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Compound and Tape - LL9 N. wall, E. wall, S. 1,500 SF Good Low CDW in Kitchen and Restrooms wall, W. wall, CDW03 Total Qty 1,500 CDW04 White Drywall Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape - Drywall in ML9 ML9 N. wall, E. wall, S. 1,000 SF Damaged Low wall, W. wall, (Fair) CDW04 Total Qty 1,000 CDW05 White Painted no texture Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd Tape - Interior walls and ceiling in ML8 ML8 N. wall, E. wall, S. 1,500 SF Good Moderate wall, W. wall, Ceiling, CDW05 Total Qty 1,500 CDW07 White Painted Composite Drywall, Tape & Jt. cmpd - LL5 N. wall, E. wall, S. 1,000 SF Good Moderate wall, W. wall, CDW07 Total Qty 1,000 CDW10 White Composite Drywall, Tape & Jt. cmpd, associated with Drywall System throughout 1.1.1 - LL1 N. wall, E. wall, S. 1,500 SF Good Moderate wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- CDW10 Total Qty 1,500 CDW17 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Compound and Tape - 1.1.7 LL7 E. wall, W. wall, 1,200 SF Good Moderate -------------------------------------------------------------------------------------------------------------------------------- CDW17 Total Qty 1,200 Page 1 of 2 SUMMARY OF TRACE (<1%) ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC - Paramount Heights Shopping Center Trace (<I %) Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PH) I HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CDW-Composite Drywall, Tape Total Qty 11,927 & Jr. Cmpd Page 2 of 2 Attachment D SUMMARY OF NON -ALMS SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS BBA -Baseboard Adhesive BBA01 Tan Baseboard Adhesive, associated with Black and Tank Baseboard in Mens Restroom - 1.1.9 LL9 Other 100 SF Damaged Moderate (Fair) BBA01 Total Qty 100 BBA02 Yellow Baseboard Adhesive, associated with Blue Baseboard - LL9 Other 30 SF Damaged Moderate (Fair) BBA02 Total Qty 30 BBA03 Yellow with Gray Baseboard in restrooms Baseboard Adhesive - ML9 N. wall, E. wall, S. 5 SF Damaged Low BBA in restrooms wall, W. wall, (Fair) BBA03 Total Qty 5 B BA04 Tan Adhesive Baseboard Adhesive, associated with Brown Baseboard - ML7 Barbershop ML7 N. wall, E. wall, S. 10 SF Damaged Low wall, W. wall, (Fair) BBA04 Total Qty 10 BBA07 Yellow/Tan Baseboard Adhesive, associated with Black Baseboard -ML6 Restroom LL1 N. wall, E. wall, S. 15 SF Good Low wall, W. wall, ML6 N. wall, E. wall, S. 5 SF Good Low Restroom wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- BBA07 Total Qty 20 BBA08 Tan Baseboard Adhesive, associated with White Wood Baseboard in 1.1.1 - LL1 65 SF Good Low BBA08 Total Qty 65 BBA09 White Baseboard Adhesive, associated with Black Baseboard - Main Hallway LL1 N. wall, E. wall, S. 15 SF Good Low wall, W. wall, BBA09 Total Qty 15 BBA10 Yellow Baseboard Adhesive, associated with Gray Baseboard - 1.1.1 Food Storage LL1 N. wall, E. wall, S. 60 SF Good Low wall, W. wall, Page 1 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS BBA10 Yellow Baseboard Adhesive, associated with Gray Baseboard - 1.1.1 Food Storage BBA10 Total Qty 60 BBA12 Tan Baseboard Adhesive, associated with Black Baseboard - ML1 Behind Bar ML1 Other 3 SF Damaged Low (Fair) BBA12 Total Qty 3 BBA13 Yellow Baseboard Adhesive, associated with Black Baseboard - ML1 Kitchen baseboard ML1 Other 25 SF Damaged Moderate (Fair) BBA13 Total Qty 25 BBA14 Brown Baseboard Adhesive, associated with Gray Baseboard - ML1 Kitchen ML1 Other 75 SF Damaged Moderate (Fair) BBA14 Total Qty 75 BBA16 Tan Baseboard Adhesive, associated with Wooden Baseboard - 1.1.6 Throughout LL6 N. wall, E. wall, S. 8 SF Damaged Low Bathroom wall, W. wall, (Fair) BBA16 Total Qty 8 BBA -Baseboard Adhesive Total Qty 416 CA -Carpet Adhesive CA03 Yellow Carpet Adhesive, associated with Brown Carpet - LL9 Floor, 300 Damaged Low (Fair) CA03 Total Qty 300 CA05 Yellow Carpet Adhesive, associated with Light Blue/Brown - LL9 Floor, 1,000 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- CA05 Total Qty 1,000 CA06 Yellow Carpet Adhesive, associated with Blue and yellowwall carpet with black foam backing - LL9 N. wall, S. wall, 4,000 SF Good Low CA06 Total Qty 4,000 Page 2 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CA07 Yellow Carpet Adhesive, associated with Teal Carpet in storage room - LL9 Floor, 1,500 Damaged Moderate (Fair) CA07 Total Qty 1,500 CA09 Carpet Adhesive, associated with Brown Carpeting in Office and Storage Room - LL5 Floor, 400 SF Damaged Low (Fair) CA09 Total Qty 400 CA11 Carpet Adhesive, associated with Brown Blue Speckled Carpet in S Hallway and Restroom - LL5 Floor, 300 SF Good Low CA11 Total Qty 300 CA12 Yellow Carpet Adhesive, associated with Blue Shag Carpet in bedroom area - LL1 Floor, 500 SF Good Low CA12 Total Qty 500 CA14 Yellow Carpet Adhesive, associated with Black/Purple Speckled Carpeting in Restaurant Dining areas - M1.1 ML1 Floor, 2,750 SF Damaged Moderate (Fair) -------------------------------------------------------------------------------------------------------------------------------- CA14 Total Qty 2,750 CA16 Yellow Carpet Adhesive, associated with Green Carpet on N End of ML4 - ML4 N. Carpet ML4 400 SF Good Moderate CA16 Total Qty 400 CA17 Yellow Carpet Adhesive, associated with Gray and Maroon - Same adhesive on both color carpets LL2 Floor, 600 SF Good Low CA17 Total Qty 600 CA -Carpet Adhesive Total Qty 11,750 CDW-Composite Drywall, Tape & Jt. Cmpd CDW08 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd Tape - Ceiling in ML ML6 Ceiling, 2,500 SF Good Moderate Restroom walls and celing CDW08 Total Qty 2,500 CDW09 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape - Ceilings and interior walls of ML5 ML5 Ceiling, 2,000 SF Good Low Page 3 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CDW09 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape - Ceilings and interior walls of ML5 CDW09 Total Qty 2,000 CDW11 Gray/White Composite Drywall, Tape & Jt. cmpd, associated with Joint Compound/ Tape - ML1 ML1 N. wall, E. wall, S. 2,500 SF Good Moderate wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- CDW11 Total Qty 2,500 CDW12 White Composite Drywall, Tape & Jt. cmpd - ML2 Drywall System ML2 N. wall, E. wall, S. 1,000 SF Good Low Internal Walls wall, W. wall, CDW12 Total Qty 1,000 CDW13 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape - ML4 Internal Drywall systems ML4 Ceiling, Other 700 SF Good Low Internal walls and ceiling CDW13 Total Qty 700 CDW15 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Compound Tape - 1.1.2 LL2 N. wall, E. wall, S. 1,000 SF Good Low wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- CDW15 Total Qty 1,000 CDW18 White Composite Drywall, Tape & Jt. cmpd, associated with Joint Cmpd and Tape with texture - 1.1.8 Drywall only in shower room LL8 N. wall, E. wall, S. 400 SF Good Low Shower Room wall, W. wall, CDW18 Total Qty 400 CDW-Composite Drywall, Tape Total Qty 10,100 & Jr. Cmpd CK -Caulking (interior/exterior) CK01 White Caulking (interior/exterior) - Bathroom Caulking in 1.1.9 LL9 Other 10 SF Damaged Low Restroom fixture caulking (Fair) -------------------------------------------------------------------------------------------------------------------------------- CK01 Total Qty 10 CK02 Gray Caulking (interior/exterior), associated with Pipe Caulking - Ceiling in Mechanical Room LL9 Other 5 SF Good Low Around piping in mech room celing CK02 Total Qty 5 Page 4 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CK03 Gray Caulking (interior/exterior), associated with Mechanical Room Piping - LL9 Other 5 SF Good Low CK03 Total Qty 5 CK04 White Caulking (interior/exterior), associated with Bathroom Sink Caulking - ML9 Other 2 SF Good Low Restroom Caulking CK04 Total Qty 2 CK05 White Caulking (interior/exterior), associated with Duct Caulking - Caulking in Ducts on ceiling of ML9 ML9 Other 5 SF Good Low Caulking in ductwork CK05 Total Qty 5 CK06 White Caulking (interior/exterior), associated with Exterior Metal Framed Window - ML5 Other 2 SF Good Low CK06 Total Qty 2 CK07 Clear Caulking (interior/exterior), associated with 1.1.1 Window Caulking - LL1 Other 4 SF Damaged Moderate (Fair) CK07 Total Qty 4 CKCaulking(interior/exterior) Total Qty 33 CMS -CMU Sealant CMS01 White Smooth CMU Sealant, associated with Blue Painted multiple colors -CMU Sealant on 1.1.9 Exterior Walls LL9 N. wall, E. wall, S. 3,200 LF Good Moderate wall, CMS01 Total Qty 3,200 CMS-CMUSealantTotal Qty 3,200 CTA -Ceiling Tile Adhesive CTA01 White Pinholes Ceiling Tile Adhesive, associated with 9x9 Ceiling Tiles - Ceiling Tiles in Men's RR and Main Hallway in LL LL1 Ceiling, 1,100 SF Damaged Low (Fair) CTA01 Total Qty 1,100 CTA02 Black Ceiling Tile Adhesive, associated with 9x9 Ceiling Tiles under spray on - ML1Assumed to be covered throughout most of the dining Area ML1 Ceiling, 2,500 SF Damaged Moderate (Fair) Page 5 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CTA02 Black Ceiling Tile Adhesive, associated with 9x9 Ceiling Tiles under spray on - ML1Assumed to be covered throughout most of the dining Area CTA02 Total Qty 2,500 CTA03 Brown Ceiling Tile Adhesive - LL3 Ceiling, 500 SF Damaged Moderate (Fair) CTA03 Total Qty 500 CTA -Ceiling Tile Adhesive Total Qty 4,100 DI -Duct Insulation D101 Black Duct Insulation - Duct insulation in ceiling Ducts of ML9 ML9 Other 100 SF Good Low Lining of ducts D101 Total Qty 100 DI -Duct Insulation Total Qty 100 DS -Duct Sealant DS01 Gray Duct Sealant, associated with Trawled on duct joints - ML5 Other 3 SF Good Low DS01 Total Qty 3 DS -Duct Sealant Total Qty 3 FTC -Floor Tile &Assoc. Mastic FTC01 12x12 Light Brown Mottled Floor Tile & Assoc. Mastic, associated with Yellow Mastic - LL9 300 SF Damaged Moderate (Fair) FTC01 Total Qty 300 FTC03 12X12 Tan Mottles Floor Tile & Assoc. Mastic, associated with Yellow Mastic - LL9 Floor, 100 SF Damaged Moderate (Fair) FTC03 Total Qty 100 FTC04 Floor Tile & Assoc. Mastic - LL9 Floor, 600 SF Good Low Flooring in kitchen and behind bar area FTC04 Total Qty 600 Page 6 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC05 White Black Speckles Floor Tile & Assoc. Mastic, associated with Yellow Mastic - In womens restroom LL9 Floor, 200 SF Damaged Low Womens Restroom (Fair) FTC05 Total Qty 200 FTC07 Light blue Rubber flooring Floor Tile & Assoc. Mastic, associated with Yellow adhesive - LL9 Floor, 200 SF Damaged Low (Fair) FTC07 Total Qty 200 FTC09 12x12 Teal Mottled Mottled Floor Tile & Assoc. Mastic, associated with Black and Yellow Mastic - LL9 Floor, 800 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- FTC09 Total Qty 800 FTC11 Yellow Floor Tile & Assoc. Mastic, associated with Gray Mottled Floor Tile - ML9 Restroom Tile ML9 400 SF Damaged Low Restroom Flooring (Fair) FTC11 Total Qty 400 FTC15 Wood Grained Floor Tile & Assoc. Mastic, associated with Yellow Mastic - NE End of Shop at East Exit Door 100 SF ML8 Floor, 100 SF Damaged Moderate (Fair) FTC15 Total Qty 100 FTC17 Brown Woodgrain Floor Tile & Assoc. Mastic, associated with Yellow Mastic - ML8 Wood Grain Flooring 30 n of s wall on the E End of the Shop ML8 Floor, 200 SF Damaged Moderate (Fair) FTC17 Total Qty 200 FTC18 12x12 Tan Motled Floor Tile & Assoc. Mastic, associated with Yellow Mastic - S E Corner of Shop N of Brown Mottled Flooring ML8 Floor, 100 SF Damaged Moderate (Fair) FTC18 Total Qty 100 FTC19 12x12 Dark Brown Milticolored Floor Tile & Assoc. Mastic, associated with Yellow Mastic - SE Corner of Shop ML8 Floor, 100 SF Damaged Moderate (Fair) FTC19 Total Qty 100 Page 7 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC22 1x1 Gray Mottled Floor Tile & Assoc. Mastic, associated with Mastic -Wal Tile above Sinks ML7 W. wall, 20 SF Good Low FTC22 Total Qty 20 FTC23 12X12 Beige Mottled Floor Tile & Assoc. Mastic, associated with Mastic - ML6 Bathroom ML6 Floor, 25 SF Good Moderate FTC23 Total Qty 25 FTC24 18x18 Gray Wispy Floor Tile & Assoc. Mastic, associated with Mastic - ML5 Floor, 500 SF Good Moderate FTC24 Total Qty 500 FTC27 Brown Faux Wood Grain Floor Tile & Assoc. Mastic, associated with Black Mastic - LL1 Main Bar Area LL1 Floor, 3,000 SF Good Low FTC27 Total Qty 3,000 FTC28 12x12 White/Blue Floor Tile & Assoc. Mastic, associated with Black and Yellow Mastic - LL1 Foor Storage Room LL1 Floor, 550 SF Damaged Low (Fair) FTC28 Total Qty 550 FTC29 Black and White Lindolium Floor Tile & Assoc. Mastic, associated with Black Mastic - LL1 Sink area LL1 Floor, 40 SF Damaged Low (Fair) FTC29 Total Qty 40 FTC30 4x4 Brown Floor Tile & Assoc. Mastic, associated with Black Mastic - LL1 Mens RR LL1 Floor, 125 SF Good Low FTC30 Total Qty 125 FTC32 3x3 Red/Brown Floor Tile & Assoc. Mastic, associated with Tan Mastic - LL1 Front Foyer LL1 100 SF Good Low FTC32 Total Qty 100 FTC33 3x3 White Glossy White Floor Tile & Assoc. Mastic, associated with Bar backsplash - LL1 Bar Backsplash LL1 Floor, 200 SF Good Low FTC33 Total Qty 200 Page 8 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC34 18x18 Tank Floor Tile &Assoc. Mastic, associated with Gray Grout -ML1 Foyer ML1 Floor, 200 SF Good Moderate FTC34 Total Qty 200 FTC35 Black White Speckled Floor Tile & Assoc. Mastic, associated with Black Mastic - ML1 Restrooms ML1 Floor, 300 SF Good Low FTC35 Total Qty 300 FTC36 Black White Checkered Floor Tile & Assoc. Mastic, associated with Yellow Mastic - ML1 Restroom Wall Tile ML1 Floor, 600 SF Good Low FTC36 Total Qty 600 FTC37 4x4 Red/Brown Floor Tile & Assoc. Mastic, associated with Gray Mastic - ML1 Kitchen ML1 Floor, 900 SF Damaged Moderate (Fair) FTC37 Total Qty 900 FTC38 12x12 Green/Blue Mottled Floor Tile &Assoc. Mastic, associated with Yellow adhesive -ML1 Behind Bar in Banquet Room ML1 Floor, 325 SF Damaged Moderate (Fair) FTC38 Total Qty 325 FTC40 Tan Floor Tile & Assoc. Mastic, associated with Gray Linolium - ML2 Entry and Kitchen and North Bath ML2 Floor, 500 SF Good Low FTC40 Total Qty 500 FTC42 Gray Lino W Tan Adhesive Floor Tile & Assoc. Mastic - ML 4 Restroom ML4 Floor, 50 SF Good Moderate FTC42 Total Qty 50 FTC43 12x12 Black Floor Tile & Assoc. Mastic, associated with Gray Grout - ML4 Main hair cutting area ML4 Floor, 600 SF Good Low FTC43 Total Qty 600 FTC44 12x12 Green Floor Tile &Assoc. Mastic, associated with Black Grout -ML4 Front Foyer ML4 Floor, 16 SF Good Low FTC44 Total Qty 16 Page 9 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS FTC46 12x12 White/Gray Floor Tile & Assoc. Mastic, associated with Gray Grout - LL3 Bathroom LL3 Floor, 100 SF Good Low FTC46 Total Qty 100 FTC47 12x12 White Mottled Floor Tile & Assoc. Mastic, associated with Black Mastic -LL2 Floor Tile system LL2 Floor, 350 SF Good Low FTC47 Total Qty 350 FTC51 White Mottled Floor Tile & Assoc. Mastic, associated with Mastic - LL7 Bathroom LL7 50 SF Damaged Low (Fair) FTC51 Total Qty 50 FTC52 4x4 Brown Wood Grain Floor Tile & Assoc. Mastic - LL8 Shower room LL8 Floor, 150 SF Damaged Moderate (Fair) FTC52 Total Qty 150 FTC53 4x4 White Floor Tile & Assoc. Mastic, associated with White Mastic - LL8 Shower Room LL8 Other 20 SF Good Low Shower Surround FTC53 Total Qty 20 FTC -Floor Tile & Assoc. Mastic Total Qty 11,821 LIP -Lay -in Ceiling Panel LIP01 2x4 White Large Fissures and Pinholes Lay -in Ceiling Panel - S1 Ceiling, 360 SF Good Low LIP01 Total Qty 360 LIP02 2x4 White Pinholes Lay -in Ceiling Panel - S1 Ceiling, 10 SF Good Low LIP02 Total Qty 10 LIP03 Small Fissures and Pinholes Lay -in Ceiling Panel - S1 Ceiling, 10 SF Good Low LIP03 Total Qty 10 LIP04 2x4 White Pinholes Lay -in Ceiling Panel - LL9 Ceiling, 200 SF Good Low Page 10 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS LIP04 2x4 White Pinholes Lay -in Ceiling Panel - LIP04 Total Qty 200 LIP05 2x4 White Fissures and pinholes Lay -in Ceiling Panel - LL9 Ceiling, 400 SF Good Low LIP05 Total Qty 400 LIP06 2x4 White Pocketed Fissures Lay -in Ceiling Panel - LL9 Ceiling, 300 SF Good Low LIP06 Total Qty 300 LIP07 2x4 White Lay -in Ceiling Panel, associated with Large and small pinholes - LL9 Ceiling, 400 SF Good Low LIP07 Total Qty 400 LIP08 2x4 White Cratered Lay -in Ceiling Panel, associated with Yellow fiberglass backing - ML7 ML7 Ceiling, 1,047 SF Good Moderate LIP08 Total Qty 1,047 LIP09 2x4 White Small Med Pinholes Lay -in Ceiling Panel - 1.1.1 Ceiling Tiles in Bedroom Area and Womens Restroom LL1 Ceiling, 300 SF Good Low LIP09 Total Qty 300 LIP10 White Fissures and Pinholes Lay -in Ceiling Panel - 1.1.1 Womens Restroom LL1 Ceiling, 50 SF Good Low -------------------------------------------------------------------------------------------------------------------------------- LIP10 Total Qty 50 LIP11 White Pinholes and Fissures Lay -in Ceiling Panel -ML1 Womens RR ML1 Ceiling, 500 SF Good Low LIP11 Total Qty 500 LIP12 2x2 White Rough Texgture Lay -in Ceiling Panel -ML2 Entry Way Tile ML2 Ceiling, 500 SF Good Low LIP12 Total Qty 500 LIP13 White Smooth w/ Pinholes Lay -in Ceiling Panel - ML2 ML2 Ceiling, 1,000 SF Good Low LIP13 Total Qty 1,000 Page 11 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS LIP14 2x4 White Fissures and pinholes Lay -in Ceiling Panel - ML4 Ceiling ML4 Ceiling, 400 SF Good Low LIP14 Total Qty 400 LIP15 White Lay -in Ceiling Panel - ML4 Ceiling, 500 SF Good Low LIP15 Total Qty 500 LIP16 4x4 White Smooth Lay -in Ceiling Panel - LL2 SE Room LL2 Ceiling, 200 SF Good Low LIP16 Total Qty 200 LIP17 White Small and Medium Pinholes Lay -in Ceiling Panel - LL6F Ceiling Tile LL6 Ceiling, 200 SF Damaged Low (Fair) LIP17 Total Qty 200 LIP -Lay -in Ceiling Panel Total Qty 6,377 MA-Adhesive/Mastic, Misc. MA01 Black Troweled on mastic Adhesive/Mastic, Misc., associated with No tile or vinyl - ML3 Floor, 1,000 SF Damaged Moderate Flooring previously removed (Fair) -------------------------------------------------------------------------------------------------------------------------------- MA01 Total Qty 1,000 MA02 Yellow Trawled on Mastic Adhesive/Mastic, Misc. -Appears to have been Carpet Adhesive ML3 Floor, 400 SF Damaged Moderate (Fair) MA02 Total Qty 400 MA-Adhesive/Mastic, Misc. Total Qty 1,400 OT -OTHER OT01 Black Tar OTHER, associated with Around duct protrusions to roof - Black tar on wood ML3 E. wall, 5 LF Good Low OT01 Total Qty 5 OT02 Gray Rough OTHER, associated with CMU Morter/Grout - Exterior CMU Grout for Bldg B ML3 N. wall, E. wall, S. 1,540 SF Damaged Low Behind drywall in select locaitons wall, W. wall, (Fair) Page 12 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS OT02 Gray Rough OTHER, associated with CMU Morter/Grout - Exterior CMU Grout for Bldg B OT02 Total Qty 1,540 OT03 2x4 Gray Batt Insulation OTHER, associated with Backing -Above drywall ceiling ML3 Ceiling, 1,431 SF Damaged Low (Fair) -------------------------------------------------------------------------------------------------------------------------------- OT03 Total Qty 1,431 OT04 Gray Rough OTHER, associated with CMU Grout - Grout on external CMU Walls in LL( LL9 N. wall, E. wall, S. 1,200 SF Good Low wall, ML9 N. wall, E. wall, S. 6,803 SF Good Moderate wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- OT04 Total Qty 8,003 OT05 Grey Grout OTHER - Bldg B Exterior walls ML2 N. wall, E. wall, S. 1,200 SF Good Moderate wall, W. wall, ML5 N. wall, E. wall, S. 1,216 SF Good Moderate wall, W. wall, -------------------------------------------------------------------------------------------------------------------------------- ML6 N. wall, E. wall, S. 1,504 SF Good Moderate wall, W. wall, ML7 N. wall, E. wall, S. 1,228 SF Good Moderate wall, W. wall, ML8 N. wall, E. wall, S. 1,888 SF Good Moderate wall, W. wall, OT05 Total Qty 7,036 OT07 Brown Beige and Gold OTHER, associated with Mastic - LL6A S Wall Plastic Wall decoration LL6 Other 30 SF Damaged Low (Fair) OT07 Total Qty 30 OT -OTHER Total Qty 18,044 PL -Plaster P1.01 Gray Plaster - 1.1.7 North Wall LL7 N. wall, 100 SF Damaged Moderate (Fair) PL01 Total Qty 100 Page 13 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS PL -Plaster Total Qty 100 SVF-Sheet Vinyl Flooring CA01 Yellow Sheet Vinyl Flooring, associated with Blue& Black Carpet in Common Area SI - S1 Floor, 360 SF Damaged Low (Fair) CA01 Total Qty 360 SVF01 Off White Sheet Vinyl Flooring, associated with White Square pattern - S1 Floor, 16 SF Damaged Moderate (Fair) SVF01 Total Qty 16 SVF02 White/Gray Square Pattern Sheet Vinyl Flooring - S1 Floor, 100 SF Good Low -------------------------------------------------------------------------------------------------------------------------------- SVF02 Total Qty 100 SVF-Sheet Vinyl Flooring Total Qty 476 TS -Textured Surfacing TS01 Tan/Pink Stucco Textured Surfacing, associated with Cement/Stucco walls patching - Stucco coating on walls LL9 N. wall, E. wall, 200 SF Damaged Moderate (Fair) -------------------------------------------------------------------------------------------------------------------------------- TS01 Total Qty 200 TS02 Tan Sealant Textured Surfacing, associated with Spread over CMU - patch - 1.1.9 LL9 E. wall, S. wall, 200 SF Damaged Moderate Entry from back room to ball work area (Fair) TS02 Total Qty 200 TS03 White Textured Surfacing, associated with Trawled on drywall - 1.1.5 Waiting Room and W wall across from hall way LL5 200 SF Good Low TS03 Total Qty 200 TSO4 White Trowelled Surfacing Textured Surfacing, associated with Over gray plaster or - 1.1.1 Walls in main bar area over both concrete exterior and drywall interior LL1 N. wall, E. wall, S. 1,750 SF Damaged Moderate wall, W. wall, (Fair) TSO4 Total Qty 1,750 Page 14 of 15 SUMMARY OF NON -ASBESTOS CONTAINING MATERIALS SORTED BY MATERIAL TYPE AND ID OK26, LLC -Paramount Heights Shopping Center Non -Asbestos -Containing Material BUILDING: Paramount Heights Shopping Center (PFI) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS TS05 White Textured Surfacing, associated with Drywall - 1.1.3 S Wall and SE Wall LL3 E. wall, S. wall, 500 SF Damaged Low (Fair) TS05 Total Qty 500 TS06 White Ceiling Texture Textured Surfacing - 1.1.2 Ceiling Texture LL2 Ceiling, -------------------------------------------------------------------------------------------------------------------------------- 750 SF Good Low TS06 Total Qty 750 TS07 White Textured Surfacing - 1.1.6 Surfacing on Northern Walls LL6 N. wall, 500 SF Damaged Low (Fair) TS07 Total Qty 500 TS08 Brown Textured Surfacing - 1.1.8 Shower Room East Wall LL8 E. wall, 80 SF Damaged Low (Fair) TS08 Total Qty 80 TS -Textured Surfacing Total Qty 4,180 Page 15 of 15 Attachment E LABORATORY ANALYTICAL RESULTS DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 1 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -1 PH-LL9-BBAGI-01 * A WHITE PLASTER 2.0% ND 00 1000 1000 B. TAN PAINT 3.0% ND 00 1000 1000 C. YELLOW MASTIC 5.0% ND 00 1000 1000 D. BLACK BASECOVE 900% ND 00 1000 1000 ND -2 PH-LL9-BBAGI-02 * A BLACK BASECOVE 30.0% ND 00 1000 1000 B. YELLOW/O✓HITE MASTIC 62.0% ND 00 1000 1000 ND -3 PH-LL9-BBAGI-03 * A YELLOW MASTIC 15.0% ND 00 1000 1000 B. TAN BASECOVE 05.0% ND 00 1000 1000 ND 4 PH-LL9-BBAG2-01 * A BLUE PAINT 10% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. BLACK BASECOVE 96.0% ND 00 1000 1000 ND -5 PH-LL9-BBAG2-02 * A WHITE PLASTER 05% ND 00 1000 1000 B. MULTICOLORED PAINT 10% ND 00 1000 1000 C. YELLOW MASTIC 4.0% ND 00 1000 1000 D. BLUE BASECOVE 945% ND 00 1000 1000 ND -6 PH- ENO BBA03-01 * A BROWN MASTIC 05% ND 300 700 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. GREY BASECOVE 97.5% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -7 PH- ENO BBA03-02 * A YELLOW MASTIC 5.0% ND 00 1000 1000 B. GREY BASECOVE 95.0% ND 00 1000 1000 ND -0 PH- MOP -BBAG4-01 * A WHITE PAINT 10% ND 00 1000 1000 B. WHITE TEXTURE 6.0% ND 00 1000 1000 C. YELLOW MASTIC 7.0% ND 00 1000 1000 D. BLACK BASECOVE 06.0% ND 00 1000 1000 ND -9 PH- MOP -BBAG4-02 * A TAN FIBROUS 10% ND 1000 00 1000 B. WHITE PAINT 3.0% ND 00 1000 1000 C. WHITE TEXTURE 3.0% ND 00 1000 1000 D. YELLOW MASTIC 93.0% ND 00 1000 1000 ND -10 PH- MOP -BBAG5-01 * A WHITE TEXTURE 10% CHRYSOTILE [TR 1110 00 990 1000 B. MULTICOLORED PAINT 35.0% ND 00 1000 1000 C. YELLOW MASTIC 64.0% ND 00 1000 1000 <01 -11 PH- MOP -BBAG5-02 * A MULTICOLORED PAINT 100% ND 00 1000 1000 B. YELLOW MASTIC 35.0% ND 00 1000 1000 C. WHITE TEXTURE 55.0% CHRYSOTILE [Id] 20 00 900 1000 11 -12 PH- ELF -BBA06-01 * A BROWN MASTIC 1000% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJ(0 8MK TM)4KaDO BULK ASBESTOS TEST REPORT PAGE OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -13 PH- ELF -BBA06-02 * A WHITE PAINT 10% ND 00 1000 1000 B. WHITE TEXTURE 3.0% CHRYSOTILE [Id] 20 00 900 1000 C. BROWN BASECOVE 42.0% ND 00 1000 1000 D. TAN MASTIC 54.0% CHRYSOTILE [TR1105 00 995 1000 03 -14 PH- MIA BBA07-01 * A WHITE PAINT 10% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. BROWN BASECOVE 96.0% ND 00 1000 1000 ND -15 PH- MIA BBA07-02 * A YELLOW MASTIC 3.0% ND 00 1000 1000 B. BROWN BASECOVE 97.0% ND 00 1000 1000 ND -16 PH- ELI -BBAOS 01 * AGREY PAINT 3.0% ND 00 1000 1000 B. BROWN MASTIC 100% ND 00 1000 1000 C. YELLOW MASTIC S7 0% ND 00 1000 1000 ND -17 PH- ELI -BBAOS 02 * A WHITE PAINT 6.0% ND 00 1000 1000 B. BROWN MASTIC 7.0% ND 00 1000 1000 C. YELLOW MASTIC S7 0% ND 00 1000 1000 ND -10 PH- ELI -BBA09-01 * A WHITE TEXTURE 2.0% ND 00 1000 1000 B. YELLOW MASTIC 13.0% ND 00 1000 1000 C. BLACK BASECOVE 05.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -19 PH- ELI -BBA09-02 * A WHITE TEXTURE 2.0% ND 00 1000 1000 B. YELLOW MASTIC 35.0% ND 00 1000 1000 C. BROWN BASECOVE 63.0% ND 00 1000 1000 ND -20 PH- ELI -BBAIG-01 * A MULTICOLORED DEBRIS 5.0% ND 5.0 950 1000 B. WHITE MASTIC 95.0% ND 00 1000 1000 ND -21 PH - ELI -BBAIG-02 * A TAN FIBROUS 2.0% ND 1000 00 1000 B. MULTICOLORED DEBRIS 3.0% ND 100 900 1000 C. WHITE MASTIC 95.0% ND 00 1000 1000 ND -22 PH-MLI-BBAI2-01 * A ORANGE MASTIC 05% ND 00 1000 1000 B. BROWN PAINT 10% ND 00 1000 1000 C. YELLOW MASTIC 15.0% ND 00 1000 1000 D. TAN FIBROUS WOVEN 200% ND 1000 00 1000 E BLACK BASECOVE 635% ND 00 1000 1000 ND -23 PH-MLI-BBA12-02 * A ORANGE MASTIC 05% ND 00 1000 1000 B. YELLOW MASTIC 12.0% ND 00 1000 1000 C. BLACK BASECOVE 51.5% ND 00 1000 1000 ND -24 PH-MLI-BBAI3-01 * A YELLOW MASTIC 4.0% ND 00 1000 1000 B. BLACK DEBRIS 20 0% ND 7.0 930 100 0 C. BLACK BASECOVE 76.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGES OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -25 PH-MLI-BBA13-02 * A YELLOW MASTIC 7.0% ND 00 1000 1000 B. BLACK BASECOVE 93.0% ND 00 1000 1000 ND -26 PH-MLI-BBAI4-01 * A MULTICOLORED DEBRIS 35.0% ND 100 900 1000 B. YELLOW MASTIC 65.0% ND 00 1000 1000 ND -27 PH- ELI -BBA14-02 * A MULTICOLORED DEBRIS 42.0% ND 00 1000 1000 B. YELLOW MASTIC 50.0% ND 00 1000 1000 ND -20 PH- FILE BBA15-01 * A WHITE PAINT 2.0% ND 00 1000 1000 B. TAN FIBROUS 2.0% ND 1000 00 1000 C. YELLOW MASTIC 5.0% ND 00 1000 1000 D. GREY BASECOVE 91.0% ND 00 1000 1000 ND -29 PH- FILE BBA15-02 * A WHITE TEXTURE 10% CHRYSOTILE [TR 1110 00 990 1000 B. WHITE PAINT 3.0% ND 00 1000 1000 C. TAN FIBROUS 3.0% ND 1000 00 1000 D. YELLOW MASTIC 300% ND 00 1000 1000 E TAN BASECOVE 63.0% ND 00 1000 1000 <01 -30 PH-LIABBA16-01 * A WHITE PAINT 0.G% ND 00 1000 1000 B. YELLOW MASTIC 92.0% ND 00 1000 1000 ND -31 PH-LIA BBA16-02 * A MULTICOLORED PAINT 35.0% ND 0 0 100 0 100 0 B. YELLOW MASTIC 65.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 6 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -32 PH- GOP -BBA17-01 * A WHITE TEXTURE 05% CHRYSOTILE [TR 1110 0.0 990 100.0 B. MULTICOLORED PAINT 20.0% ND 0.0 1000 100.0 C. WHITE MASTIC 795% ND 0.0 1000 100.0 <01 -33 PH- GOP -BBA17-02 * A BROWN MASTIC 05% ND 0.0 1000 100.0 B. TAN FIBROUS 7.0% ND 100.0 00 100.0 C. ORANGE PAINTMITTE TEXTURE (1) 10.0% CHRYSOTILE [TR1110 0.0 990 100.0 D. WHITE PAINT 25.0% ND 0.0 1000 100.0 E WHITE MASTIC 51.5% ND 0.0 1000 100.0 01 -34 PH-SI-CA01-01 * A YELLOW MASTIC 100.0% ND 0.0 1000 100.0 ND -35 PH-SI-CA01-02 * A MULTICOLORED WALLPAPER 2.0% ND 95.0 50 100.0 B. GREY PLASTER 35.0% ND 0.0 1000 100.0 C. YELLOW MASTIC 63.0% ND 0.0 1000 100.0 ND -36 PH-LL9-CA03-01 * A YELLOW MASTIC 5.0% ND 0.0 1000 100.0 B. MULTICOLORED CARPET 95.0% ND 60.0 400 100.0 ND 31 PH-LL9-CA03-02 * A YELLOW MASTIC 3.0% ND 0.0 1000 100.0 B. MULTICOLORED CARPET 97.0% ND 70.0 300 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 7OF51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -30 PH-LL9-CA04-01 * A BLACK TAR 05% ND 00 1000 1000 B. WHITE PLASTER 10% ND 00 1000 1000 C. GREEN MASTIC 3.0% ND 00 1000 1000 D. YELLOW MASTIC 5.0% ND 00 1000 1000 E WHITE TILE 400% CHRYSOTILE [Id] 40 00 960 1000 F. MULTICOLORED CARPET 505% ND 45.0 550 100 0 16 -39 PH-LL9-CAG5-01 * A CLEAR MASTIC 05% ND 00 1000 1000 B. MULTICOLORED CARPET 995% ND 60 0 400 100 0 ND 40 PH-LL9-CAG5-02 * A TAN MASTIC 2.0% ND 00 1000 1000 B. CLEAR MASTIC 200% ND 00 1000 1000 C. MULTICOLORED CARPET 70.0% ND 60 0 400 100 0 ND 41 PH-LL9-CAG6- * A YELLOW MASTIC 3.0% ND 00 1000 1000 B. GREY FOAM 97.0% ND 00 1000 1000 ND 42 PH-LL9-CAG6-02 * A YELLOW MASTIC 5.0% ND 00 1000 1000 B. GREY FOAM 95.0% ND 00 1000 1000 ND 43 PH-LL9-CA07-01 * A GREY CONCRETE 05% ND 00 1000 1000 B. PINK PAINT 2.0% ND 00 1000 1000 C. WHITE FOAM 3.0% ND 00 1000 1000 D. YELLOW MASTIC 100% ND 00 1000 1000 E MULTICOLORED CARPET 045% ND 60 0 400 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGES OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS 44 PH-LIO CA07-02 * A PINK PAINT 4.0% ND 0.0 100 0 100.0 B. WHITE FOAM 5.0% ND 0.0 1000 100.0 C. YELLOW MASTIC 22.0% ND 0.0 1000 100.0 D. MULTICOLORED CARPET 69.0% ND 60.0 400 100.0 ND 45 PH- MOP -CA0001 * A WHITE FOAM 05% ND 0.0 1000 100.0 B. YELLOW MASTIC 2.0% ND 0.0 1000 100.0 C. BROWN BASECOVE 5.0% ND 0.0 1000 100.0 D. MULTICOLORED CARPET 925% ND 05.0 150 100.0 ND 46 PH- MOP -CA0002 * A BROWN TILE 05% CHRYSOTILE [15-251 200 0.0 000 100.0 B. YELLOW MASTIC 4.0% ND 0.0 1000 100.0 C. BROWN BASECOVE 12.0% ND 0.0 1000 100.0 D. MULTICOLORED CARPET 035% ND 05.0 150 100.0 01 47 PH- ELF -CA09-01 * A TAN MASTIC 7.0% ND 0.0 1000 100.0 B. GREY FIBROUS WOVEN 93.0% ND 90.0 100 100.0 ND OS PH- ELF -CA09-02 * A YELLOW MASTIC 4.0% ND 0.0 1000 100.0 B. GREY FIBROUS WOVEN 96.0% ND 90.0 100 100.0 ND 49 PH- ELF -CAll-01 * A GREY FOAM 05% ND 0.0 1000 100.0 B. YELLOW MASTIC 3.0% ND 0.0 1000 100.0 C. MULTICOLORED FIBROUS 35.0% ND 100.0 00 100.0 D. GREY FIBROUS WOVEN 615% ND 90.0 100 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJ(0 8MK TM)4KaDO BULK ASBESTOS TEST REPORT PAGE OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -50 PH- ELF -CA11-G2 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. GREY FIBROUS WOVEN 90.0% ND 95.0 50 1000 ND -51 PH- ELI -CAI2-01 * A BLACK TAR 4.0% ND 00 1000 1000 B. YELLOW MASTIC 96.0% ND 00 1000 1000 ND -52 PH- ELI -CA12-02 * A YELLOW MASTIC 300% ND 00 1000 1000 B. WHITE FIBROUS RESIN 700% ND 35.0 650 1000 ND -53 PH-MLI-CA1401 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. WHITE FIBROUS RESIN 300% ND 300 700 1000 C. GREY FIBROUS WOVEN 60.0% ND 1000 00 1000 ND -54 PH-MLI-CA1402 * A YELLOW MASTIC 5.0% ND 00 1000 1000 B. WHITE FIBROUS RESIN 400% ND 300 700 1000 C. GREY FIBROUS WOVEN 55.0% ND 1000 00 1000 ND -55 PH- MIA -CA1601 * A MULTICOLORED FIBROUS 3.0% ND 1000 00 1000 B. YELLOW MASTIC 10.0% ND 00 1000 1000 C. WHITE RESIN 300% ND 00 1000 1000 D. GREY FIBROUS WOVEN 49.0% ND 1000 00 1000 ND -56 PH- MIA -CA1602 * A WHITE RESIN 100% ND 00 1000 1000 B. YELLOW MASTIC 300% ND 00 1000 1000 C. GREY FIBROUS WOVEN 600% ND 1000 00 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 10 OE 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -57 PH- ELF -CA17-01 * A BLACK TAR 1.0% ND 0.0 1000 100.0 B. YELLOW MASTIC 10.0% ND 0.0 1000 100.0 C. GREY FIBROUS WOVEN 09.0% ND 35.0 650 100.0 ND -50 PH- ELF -CA17-02 * A BLACK TAR 05% ND 0.0 1000 100.0 B. YELLOW MASTIC 4.0% ND 0.0 1000 100.0 C. MULTICOLORED CARPET 955% ND 00.0 200 100.0 ND -59 PH-LIA CA10-01 * A YELLOW MASTIC 10.0% ND 0.0 1000 100.0 B. WHITE FIBROUS 40.0% CHRYSOTILE [75-05J 790 2.0 190 100.0 C. MULTICOLORED CARPET 50.0% ND 00.0 200 100.0 31 6 -60 PH-SLCDW01-01 * A MULTICOLORED PAINT 3.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 5.0% CHRYSOTILE [TR 1110 0.0 990 100.0 C. TAWWHITE FIBROUS 10.0% ND 100.0 00 100.0 D. WHITE DRYWALL 02.0% ND 1.0 990 100.0 01 -61 PH- MIA CDWOL02 * A WHITE DRYWALL MUD 3.0% CHRYSOTILE [Id] 10 0.0 990 100.0 B. MULTICOLORED PAINT 5.0% ND 0.0 1000 100.0 C. TAN FIBROUS 25.0% ND 100.0 00 100.0 D. WHITE DRYWALL 67.0% ND 1.0 990 100.0 <01 -62 PH- FILE CDWOL03 * A WHITE PAINT 5.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 7.0% ND 0.0 1000 100.0 C. TAN FIBROUS 35.0% ND 100.0 00 100.0 D. PINK DRYWALL 53.0% ND 1.0 990 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 11 OE 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -63 PH-LL9-CDW0301 * A WHITE?AN PAINT 10.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 15.0% ND 0.0 1000 100.0 C. TAN FIBROUS 30.0% ND 100.0 00 100.0 D. PINK DRYWALL 45.0% ND 1.0 990 100.0 ND -64 PH-LL9-CDW0302 * A MULTICOLORED PAINT 4.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 5.0% CHRYSOTILE [TR 1110 0.0 990 100.0 C. TAWWHITE FIBROUS 12.0% ND 100.0 00 100.0 D. WHITE DRYWALL 79.0% ND 1.0 990 100.0 01 -65 PH-LL9-CDW0303 * A WHITE PAINT 7.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 10.0% CHRYSOTILE [TR1110 0.0 990 100.0 C. TAN FIBROUS 30.0% ND 100.0 00 100.0 D. WHITE DRYWALL 53.0% ND 1.0 990 100.0 01 -66 PH- ENO -CDW04-01 * A MULTICOLORED PAINT 5.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 7.0% CHRYSOTILE [TR1110 0.0 990 100.0 C. WHITE?AN FIBROUS 20.0% ND 100.0 00 100.0 D. WHITE DRYWALL 60.0% ND 1.0 990 100.0 01 -67 PH- ENO -CDW04-02 * A YELLOW RESIN 5.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 7.0% ND 0.0 1000 100.0 C. TAN FIBROUS 15.0% ND 100.0 00 100.0 D. WHITE PAINT 20.0% ND 0.0 1000 100.0 E WHITE DRYWALL 53.0% ND 1.0 990 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 12 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -60 PH- FIGS -CDW05-01 * A MULTICOLORED PAINT 12.0% ND 0.0 1000 100.0 B. TAN DRYWALL MUD 15.0% CHRYSOTILE [Id] 10 0.0 990 100.0 C. TAWWHITE FIBROUS 20.0% ND 100.0 00 100.0 D. WHITE DRYWALL 53.0% ND 1.0 990 100.0 02 -69 PH- FIGS -CDW05-02 * A WHITE PAINT 7.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 10.0% ND 0.0 1000 100.0 C. TAN FIBROUS 15.0% ND 100.0 00 100.0 D. PINK DRYWALL 60.0% ND 1.0 990 100.0 ND -70 PH- MOP -CDW06-01 * A WHITE PAINT 4.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 0.0% ND 0.0 1000 100.0 C. TAWWHITE FIBROUS 15.0% ND 100.0 00 100.0 D. PINK DRYWALL 73.0% ND 1.0 990 100.0 ND -71 PH- MOP -CDW06-02 * A MULTICOLORED PAINT 7.0% ND 0.0 1000 100.0 B. TAN DRYWALL MUD 10.0% CHRYSOTILE [TR1110 0.0 990 100.0 C. TAWWHITE FIBROUS 15.0% ND 100.0 00 100.0 D. WHITE TEXTURE 20.0% ND 0.0 1000 100.0 E WHITE DRYWALL 40.0% ND 1.0 990 100.0 01 -72 PH- MOP -CDW06-03 * A MULTICOLORED PAINT 5.0% ND 0.0 1000 100.0 B. TAN DRYWALL MUD 7.0% CHRYSOTILE [TR1110 0.0 990 100.0 C. WHITE TEXTURE 10.0% ND 0.0 1000 100.0 D. TAWWHITE FIBROUS 15.0% ND 100.0 00 100.0 E WHITE DRYWALL 63.0% ND 1.0 990 100.0 01 DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 13 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -73 PH- ELF -CDW0701 * A WHITICGREEN PAINT 5.0% ND 00 1000 1000 B. TAN FIBROUS 6.0% ND 1000 00 1000 C. WHITE DRYWALL MUD 27.0% CHRYSOTILE [TR 1110 00 990 1000 D. WHITE DRYWALL 62.0% ND 10 990 1000 03 -74 PH- ELF -CDW0702 * A MULTICOLORED PAINT 200% ND 00 1000 1000 B. TAN FIBROUS 25.0% ND 1000 00 1000 C. WHITE DRYWALL 55.0% ND 10 990 1000 ND -75 PH- MIA CDWOS 01 * A WHITE PAINT 100% ND 00 1000 1000 B. TAN FIBROUS 200% ND 1000 00 1000 C. WHITE DRYWALL 700% ND 10 990 1000 ND -76 PH- MIA CDWOS02 * A WHITE PAINT 100% ND 00 1000 1000 B. WHITE DRYWALL 15.0% ND 00 1000 1000 C. TAWWHITE FIBROUS 300% ND 1000 00 1000 D. WHITE DRYWALL MUD 45.0% ND 00 1000 1000 ND -7 PH-MLS-CDWH01 * A GREY PAINT 6.0% ND 00 1000 1000 B. TAN FIBROUS 15.0% ND 1000 00 1000 C. WHITE DRYWALL MUD 200% ND 00 1000 1000 D. WHITE DRYWALL 59.0% ND 10 990 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 14 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -70 PH-MLS-CDWH02 * A WHITE PAINT S0% ND 00 1000 1000 B. WHITE DRYWALL MUD 100% ND 00 1000 1000 C. TAN FIBROUS 15.0% ND 1000 00 1000 D. PINK DRYWALL 67.0% ND 10 990 1000 ND -79 PH- ELI -CDWIG01 * ATAN PAINT 4.0% ND 00 1000 1000 B. WHITE DRYWALL MUD 5.0% ND 00 1000 1000 C. TAN FIBROUS 6.0% ND 1000 00 1000 D. WHITE DRYWALL 05.0% ND 10 990 1000 ND -0G PH- ELI -CDWIG02 * A WHITE PAINT 3.0% ND 00 1000 1000 B. WHITE DRYWALL MUD 6.0% ND 00 1000 1000 C. TAN FIBROUS 15.0% ND 1000 00 1000 D. WHITE DRYWALL 76.0% ND 10 990 1000 ND -01 PH- ELI -CDWIG03 * A CLEAR MASTIC 05% ND 00 1000 1000 B. WHITE TEXTURE 5.0% ND 00 1000 1000 C. TAWWHITE FIBROUS 6.0% ND 1000 00 1000 D. MULTICOLORED PAINT 20 0% ND 0 0 100 0 100 0 E WHITE DRYWALL 605% ND 10 990 1000 ND -02 PH- ELI -CDWIG04 * ATAN DRYWALL MUD 3.0% CHRYSOTILE [TR 1105 00 995 1000 B. TAN FIBROUS 5.0% ND 1000 00 1000 C. MULTICOLORED PAINT 20 0% ND 0 0 100 0 100 0 D. WHITE DRYWALL 72.0% ND 10 990 1000 <01 DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 15 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -03 PH- ELI -CDW1005 * A WHITE TEXTURE 6.0% ND 00 1000 1000 B. WHITE DRYWALL MUD 7.0% ND 00 1000 1000 C. TAN FIBROUS 100% ND 1000 00 1000 D. MULTICOLORED PAINT 25.0% ND 00 1000 1000 E WHITE DRYWALL 52.0% ND 10 990 1000 ND -04 PH-MLI-CDWII-01 * A YELLOW FIBROUS 10% ND 1000 00 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. SILVER FOIL 3.0% ND 00 1000 1000 D. WHITE DRYWALL MUD 100% ND 00 1000 1000 E TAN PAINT 15.0% ND 00 1000 1000 F. TAN FIBROUS 17.0% ND 1000 00 1000 G. WHITE DRYWALL 52.0% ND 10 990 1000 ND -05 PH -MLI- CITY II -02 * A YELLOW FIBROUS 10% ND 1000 00 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. SILVER FOIL 2.0% ND 00 1000 1000 D. TAN PAINT 6.0% ND 00 1000 1000 E WHITE DRYWALL MUD 100% ND 00 1000 1000 F. TAN FIBROUS 200% ND 1000 00 1000 G. WHITE DRYWALL 59.0% ND 10 990 1000 ND -06 PH -MLI- CITY II -03 * A YELLOW MASTIC 05% ND 00 1000 1000 B. WHITE FIBROUS 15.0% ND 1000 00 1000 C. MULTICOLORED PAINT 30 0% ND 0 0 100 0 100 0 D. WHITE DRYWALL 545% ND 10 990 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 16 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -S] PH- FILE CDW12-01 * A WHITE PAINT 4.0% ND 0.0 1000 100.0 B. TAN FIBROUS 7.0% ND 100.0 00 100.0 C. PINK DRYWALL 09.0% ND 1.0 990 100.0 ND -00 PH- FILE CDW12-02 * A WHITE PAINT 4.0% ND 0.0 1000 100.0 B. TAN FIBROUS 10.0% ND 100.0 00 100.0 C. WHITE DRYWALL 06.0% ND 1.0 990 100.0 ND -09 PH- FILE CDW12-03 * A WHITE PAINT 4.0% ND 0.0 1000 100.0 B. WHITE DRYWALL MUD 5.0% ND 0.0 1000 100.0 C. TAN FIBROUS 0.0% ND 100.0 00 100.0 D. WHITE DRYWALL 03.0% ND 1.0 990 100.0 ND -90 PH- MIA -CDW13-01 * A WHITE DRYWALL MUD 3.0% ND 0.0 1000 100.0 B. MULTICOLORED PAINT 12.0% ND 0.0 1000 100.0 C. TAN FIBROUS 24.0% ND 100.0 00 100.0 D. WHITE DRYWALL 61.0% ND 1.0 990 100.0 ND -91 PH- MIA -CDW13-02 * A TAN FIBROUS 2.0% ND 100.0 00 100.0 B. MULTICOLORED PAINT 30.0% ND 0.0 1000 100.0 C. WHITE DRYWALL MUD 60.0% ND 0.0 1000 100.0 ND -92 PH- ELF -CDW1401 * A MULTICOLORED PAINT 4.0% ND 0.0 1000 100.0 B. TAN DRYWALL MUD 6.0% CHRYSOTILE [Id] 10 0.0 990 100.0 C. TAN FIBROUS 0.0% ND 100.0 00 100.0 D. WHITE DRYWALL 02.0% ND 1.0 990 100.0 01 DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJ(0 8MK TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 17 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -93 PH- ELF -CDW1402 * A BLUE PAINT 5.0% ND 00 1000 1000 B. WHITE TEXTURE 7.0% ND 00 1000 1000 C. TAN FIBROUS 100% ND 1000 00 1000 D. WHITE DRYWALL MUD 300% ND 00 1000 1000 E WHITE DRYWALL 40.0% ND 10 990 1000 ND -94 PH- LIE CDW1501 * A WHITE TEXTURE 05% ND 00 1000 1000 B. GREEWO✓HITE PAINT 5.0% ND 00 1000 1000 C. TAWWHITE FIBROUS 12.0% ND 1000 00 1000 D. WHITE DRYWALL 025% ND 10 990 1000 ND -95 PH- LIE CDW1502 * A WHITE TEXTURE 05% ND 00 1000 1000 B. GREEN PAINT 5.0% ND 00 1000 1000 C. TAWWHITE FIBROUS 100% ND 1000 00 1000 D. WHITE DRYWALL 045% ND 10 990 1000 ND -96 PH- LIE CDW1503 * A WHITE TEXTURE 10% ND 00 1000 1000 B. GREEN PAINT 5.0% ND 00 1000 1000 C. TAN FIBROUS 100% ND 1000 00 1000 D. WHITE DRYWALL MUD 17.0% ND 00 1000 1000 E WHITE DRYWALL MUD 67.0% ND 10 990 1000 ND -97 PH-LIACDW1601 * ATAN DRYWALL MUD 10% CHRYSOTILE [Id] 10 00 990 1000 B. MULTICOLORED PAINT 15.0% ND 00 1000 1000 C. TAN FIBROUS 10.0% ND 1000 00 1000 D. WHITE DRYWALL 66.0% ND 10 990 1000 <01 DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 10 OE 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -90 PH-LIACDW1602 * A MULTICOLORED PAINT 0.0% ND 0.0 1000 100.0 B. TAN DRYWALL MUD 10.0% CHRYSOTILE [Id] 10 0.0 990 100.0 C. TAN FIBROUS 12.0% ND 100.0 00 100.0 D. WHITE DRYWALL 70.0% ND 1.0 990 100.0 01 -99 PH- GOP -CDW1701 * A TAN FIBROUS 12.0% ND 100.0 00 100.0 B. WHITE DRYWALL MUD 17.0% ND 0.0 1000 100.0 C. WHITE DRYWALL 71.0% ND 1.0 990 100.0 ND -100 PH- GOP -CDW1702 * A WHITE FIBROUS 15.0% ND 100.0 00 100.0 B. MULTICOLORED PAINT 30.0% ND 0.0 1000 100.0 C. GREY DRYWALL MUD 55.0% CHRYSOTILE [TR1110 0.0 990 100.0 06 -101 PH- LES -CDWlS01 * ATAN PAINT 15.0% ND 0.0 1000 100.0 B. TAWWHITE FIBROUS 17.0% ND 100.0 00 100.0 C. WHITE DRYWALL MUD 22.0% ND 0.0 1000 100.0 D. WHITE DRYWALL 46.0% ND 1.0 990 100.0 ND -102 PH- LES -CDWlS02 * A WHITE PAINT 7.0% ND 0.0 1000 100.0 B. TAWWHITE FIBROUS 10.0% ND 100.0 00 100.0 C. WHITE DRYWALL MUD 14.0% ND 0.0 1000 100.0 D. WHITE DRYWALL 69.0% ND 1.0 990 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 19 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -103 PH- LES -CDWlS03 * A WHITE?AN PAINT 5.0% ND 00 1000 1000 B. TAN FIBROUS 7.0% ND 1000 00 1000 C. WHITE DRYWALL MUD 15.0% ND 00 1000 1000 D. WHITE DRYWALL 73.0% ND 10 990 1000 ND -104 PH-LL9-CKGI-01 * A WHITE CAULK 1000% ND 00 1000 1000 ND -105 PH-LL9-CKGI-02 * A WHITE CAULK 1000% ND 00 1000 1000 ND -106 PH-LL9-CKG2-01 * A TAN FIBROUS 100% ND 1000 00 1000 B. TAWWHITE CAULK 900% ND 00 1000 1000 ND -107 PH-LL9-CKG2-02 * A TAN CAULK 6.0% ND 00 1000 1000 B. WHITE DRYWALL 35.0% ND 05 995 1000 C. TAN FIBROUS 59.0% ND 1000 00 1000 ND -100 PH-LL9-CKG3-01 * A BROWN CONCRETE 15.0% ND 00 1000 1000 B. GREY CONCRETE 05.0% ND 00 1000 1000 ND -109 PH-LL9-CKG3-02 * A GREY PAINT 3.0% ND 00 1000 1000 B. GREY BLOCK 4.0% ND 00 1000 1000 C. GREY CONCRETE 93.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJ(0 8MK TM)4KaDO BULK ASBESTOS TEST REPORT PAGE20 OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SSl SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -110 PH- ENO -CKG4-01 * A WHITE PLASTER 05% ND 00 1000 1000 B. WHITE PAINT 05% ND 00 1000 1000 C. CLEAR SILICONE 99.0% ND 00 1000 1000 ND -111 PH- ENO -CKG4-02 * A WHITE PLASTER 05% ND 00 1000 1000 B. MULTICOLORED PAINT 2.0% ND 00 1000 1000 C. CLEAR SILICONE 97.5% ND 00 1000 1000 ND -112 PH- ENO -CKG5-01 * A WHITE CAULK 1000% ND 05 995 1000 ND -113 PH- ENO -CKG5-02 * A WHITE CAULK 1000% ND 05 995 1000 ND -114 PH-ML5-CKG6-01 * A MULTICOLORED PAINT 1000% ND 00 1000 1000 ND -115 PH-ML5-CKG6-02 * A GREY CAULK 3.0% ND 00 1000 1000 B. MULTICOLORED PAINT 97.0% ND 00 1000 1000 ND -116 PH- ELI -CK07-01 * A SILVER PAINT 05% ND 00 1000 1000 B.TAN WOOD 5.0% ND 00 1000 1000 C. CLEAR SILICONE 945% ND 00 1000 1000 ND -117 PH- ELI -CK07-02 * A CLEAR SILICONE 1000% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE21 OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -110 PH-LL9-CMSGI01 * A GREY RESIN 5.0% ND 00 1000 1000 B. MULTICOLORED PAINT 35.0% ND 00 1000 1000 C. GREY BLOCK 600% ND 00 1000 1000 ND -119 PH-LL9-CMSGI02 * A MULTICOLORED PAINT 400% ND 00 1000 1000 B. GREY BLOCK 600% ND 00 1000 1000 ND -120 PH-LL9-CMSGI03 * A MULTICOLORED PAINT 300% ND 00 1000 1000 B. GREY BLOCK 700% ND 00 1000 1000 ND -121 PH-LL9-CMSGI04 * A TAN RESIN 15.0% ND 00 1000 1000 B. MULTICOLORED PAINT 40 0% ND 0 0 100 0 100 0 C. GREY BLOCK 45.0% ND 00 1000 1000 ND -122 PH-LL9-CMSGI05 * A MULTICOLORED PAINT 400% ND 00 1000 1000 B. GREY BLOCK 600% ND 00 1000 1000 ND -123 PH- ELI -CTA0101 * A WHITE PAINT 3.0% ND 00 1000 1000 B. CLEAR MASTIC 200% ND 00 1000 1000 C. WHITE MASTIC 25.0% ND 00 1000 1000 D. TAN FIBROUS 52.0% ND 1000 00 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 22 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -124 PH- ELI -CTA0102 * A WHITE TEXTURE 05% ND 00 1000 1000 B. MULTICOLORED PAINT 5.0% ND 00 1000 1000 C. CLEAR MASTIC 6.0% ND 00 1000 1000 D. WHITE MASTIC 100% ND 00 1000 1000 E TAN CEILING TILE 005% ND 1000 00 1000 ND -125 PH-MLI-CTAG2-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN CEILING TILE 46.0% ND 1000 00 1000 C. BROWN MASTIC 53.0% ND 00 1000 1000 ND -126 PH-MLI-CTAG2-02 * A BROWN MASTIC 4.0% ND 00 1000 1000 B. TAN CEILING TILE 96.0% ND 1000 00 1000 ND -127 PH- ELF -CTAG301 * A WHITE PAINT 05% ND 00 1000 1000 B. TAN CEILING TILE 400% ND 1000 00 1000 C. TAN MASTIC 595% ND 00 1000 1000 ND -120 PH- ELF -CTAG302 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN CEILING TILE 15.0% ND 1000 00 1000 C. TAN MASTIC 04.0% ND 00 1000 1000 ND -129 PH- MOP -DIO101 * A WHITE RESIN 3.0% ND 00 1000 1000 B. GREY FIBROUS WOVEN 100% ND 95.0 50 1000 C. GREY FIBROUS S7 0% ND 1000 00 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 23 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -130 PH- MOP -DI0102 * A WHITE RESIN 5.0% ND 00 1000 1000 B. GREY FIBROUS WOVEN 31.0% ND 95.0 50 1000 C. GREY FIBROUS 50.0% ND 1000 00 1000 ND -131 PH-ML5-DSGI-01 * A GREY RESIN 1000% ND 00 1000 1000 ND -132 PH-ML5-DSGI-02 * A GREY RESIN 1000% ND 00 1000 1000 ND -133 PH-LL9-FIGH01 * ABLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 10% ND 00 1000 1000 C. TAN TILE 905% ND 00 1000 1000 ND -134 PH-LL9-FTGLG2 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 10% ND 00 1000 1000 C. TAN TILE 905% ND 00 1000 1000 ND -135 PH-LL9-FTG2-01 * A WHITE FIBROUS DEBRIS 05% CHRYSOTILE [75-05J 000 05 195 1000 B. BLACK TAR 05% ND 00 1000 1000 C. YELLOW MASTIC 10% ND 00 1000 1000 D. WHITICGREYTILE 90.0% ND 00 1000 1000 04 -136 PH-LL9-FTG2-02 * A TAN CONCRETE 05% ND 00 1000 1000 B. BLACK TAR 05% ND 00 1000 1000 C. YELLOW MASTIC 2.0% ND 00 1000 1000 D. WHITICGREYTILE 97.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 24 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -137 PH-LL9-FIGO-01 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. WHITE?AN TILE 965% ND 00 1000 1000 ND -130 PH-LL9-FTCO-02 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. WHITE?AN TILE 97.5% ND 00 1000 1000 ND -139 PH-LL9-FTC04-01 * A BLACK DEBRIS 3.0% ND 00 1000 1000 B. GREY CONCRETE 100% ND 00 1000 1000 C. RED CONCRETE S7 0% ND 00 1000 1000 ND -140 PH-LL9-FTC04-02 * A GREY CONCRETE 15.0% ND 00 1000 1000 B. RED CONCRETE 05.0% ND 00 1000 1000 ND -141 PH-LL9-FTG5-01 * A YELLOW MASTIC 5.0% ND 00 1000 1000 B. WHITE FIBROUS RESIN 45.0% ND 22.0 700 1000 C. WHITE RESINOUS TILE 500% ND 00 1000 1000 ND -142 PH-LL9-FTG5-02 * A YELLOW MASTIC 15.0% ND 00 1000 1000 B. WHITE FIBROUS RESIN 25.0% ND 22.0 700 1000 C. WHITE RESINOUS TILE 600% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 25 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -143 PH -LL ETCH 01 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 05% ND 00 1000 1000 C. WHITE FIBROUS 43.0% CHRYSOTILE [75-05J 000 05 195 1000 D. MULTICOLORED RESINOUS TILE 56.0% ND 0 0 100 0 100 0 34 4 -144 PH-LL9-FIGO7-01 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 05% ND 00 1000 1000 C. CLEAR MASTIC 10% ND 00 1000 1000 D. WHITE CAULK 3.0% ND 00 1000 1000 E GREEN RESIN 35.0% ND 00 1000 1000 F. TAN TILE 600% ND 00 1000 1000 ND -145 PH-LL9-FTG7-02 * A BLACK TAR 10% ND 00 1000 1000 B. YELLOW MASTIC 10% ND 00 1000 1000 C. TAN TILE 45.0% ND 00 1000 1000 D. GREEN RESIN 53.0% ND 00 1000 1000 ND -146 PH-LL9-FTCOS 01 * A BLACK TAR 2.0% ND 00 1000 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. MULTICOLORED TILE 42.0% CHRYSOTILE [Id] 40 00 960 1000 D. MULTICOLORED RESINOUS TILE 54.0% ND 0 0 100 0 100 0 17 -147 PH-LL9- ETCH 01 * A CLEAR MASTIC 2.0% ND 00 1000 1000 B. GREEN TILE 90.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 26 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -140 PH -LL ETCH 02 * A WHITE CONCRETE PLASTER 05% ND 00 1000 1000 B. BLACK TAR 05% ND 00 1000 1000 C. YELLOW MASTIC 2.0% ND 00 1000 1000 D. GREEN TILE 97.0% ND 00 1000 1000 ND -149 PH-LL9-CECIL 01 * A BLACK TAILBROWN DEBRIS (t) 10% ND 00 1000 1000 B. TAWWHITETILE 99.0% CHRYSOTILE [5-15] 70 00 930 1000 69 -150 PH- ENO -FTCII-01 * A YELLOW MASTIC 10% ND 00 1000 1000 B. GREY/WHITETILE 99.0% ND 00 1000 1000 ND -151 PH- ENO -FTCII-02 * A MULTICOLORED PAINT 05% ND 00 1000 1000 B. YELLOW MASTIC 05% ND 00 1000 1000 C. GREY/WHITETILE 99.0% ND 00 1000 1000 ND -152 PH- FIGS -FTCI2-01 * A CLEAR MASTIC 10% ND 00 1000 1000 B. BLACK TAR 10% ND 00 1000 1000 C. YELLOW MASTIC 3.0% ND 00 1000 1000 D. GREEN TILE 25.0% CHRYSOTILE [5-15] 90 00 910 1000 E MULTICOLORED TILE 33.0% CHRYSOTILE [Id] 30 00 970 1000 F. WHITE TILE 30% ND 00 1000 1000 32 -153 PH- FIGS -FTCI3-01 * A GREEN TILE 05% CHRYSOTILE [5-15] 90 00 910 1000 B. BLACK TAR 05% ND 00 1000 1000 C. CLEAR MASTIC 3.0% ND 00 1000 1000 D. MULTICOLORED RESINOUS TILE 96.0% ND 0 0 100 0 100 0 <01 DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 27 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -154 PH- FIGS -FTC13-02 * A CLEAR MASTIC 10% ND 00 1000 1000 B. YELLOW MASTIC 200% ND 00 1000 1000 C. MULTICOLORED RESINOUS TILE 79.0% ND 0 0 100 0 100 0 ND -155 PH- FIGS -FTC1501 * A YELLOW MASTIC 200% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE so 0% ND 0 0 100 0 100 0 ND -156 PH- FIGS -FTC15-02 * A YELLOW MASTIC 05% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE 995% ND 0 0 100 0 100 0 ND -157 PH- FIGS -FTCI6-01 * A GREY PAINT 05% ND 00 1000 1000 B. WHITE PLASTER 10% ND 00 1000 1000 C. YELLOW MASTIC 100% ND 00 1000 1000 D. WHITICBLACK RESINOUS TILE 005% ND 00 1000 1000 ND -150 PH- FIGS -FTC16-02 * A GREEN TILE 05% CHRYSOTILE [5-15] 90 00 910 1000 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. WHITICBLACK RESINOUS TILE 97.5% ND 00 1000 1000 <01 -159 PH- FIGS -FTCI7-01 * A MULTICOLORED CARPET 2.0% ND so 0 200 100 0 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. MULTICOLORED RESINOUS TILE 95.0% ND 0 0 100 0 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE20 OE 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -160 PH- FIGS -FTC17-02 * A MULTICOLORED CARPET 4.0% ND 00.0 200 100.0 B. YELLOW MASTIC 5.0% ND 0.0 1000 100.0 C. MULTICOLORED RESINOUS TILE 91.0% ND 0.0 1000 100.0 ND -161 PH -MLS -ETCH 01 * A YELLOW MASTIC 6.0% ND 0.0 1000 100.0 B. MULTICOLORED RESINOUS TILE 94.0% ND 0.0 1000 100.0 ND -162 PH -MLS -ETCH 02 * A YELLOW MASTIC 4.0% ND 0.0 1000 100.0 B. MULTICOLORED RESINOUS TILE 96.0% ND 0.0 1000 100.0 ND -163 PH- FIGS -FTC19-01 * A MULTICOLORED FIBROUS 2.0% ND 100.0 00 100.0 B. YELLOW MASTIC 3.0% ND 0.0 1000 100.0 C. MULTICOLORED RESINOUS TILE 95.0% ND 0.0 1000 100.0 ND -164 PH- FIGS -FTC19-02 * A YELLOW MASTIC 3.0% ND 0.0 1000 100.0 B. MULTICOLORED RESINOUS TILE 97.0% ND 0.0 1000 100.0 ND -165 PH- MOP -FTC20-01 * A BLACK DEBRIS 05% CHRYSOTILE [10-20] 120 0.0 000 100.0 B. YELLOW MASTIC 2.0% ND 0.0 1000 100.0 C. WHITE TILE 97.5% ND 0.0 1000 100.0 01 -166 PH- MOP -FTC20-02 * A BLACK TAR 05% ND 0.0 1000 100.0 B. YELLOW MASTIC 2.0% ND 0.0 1000 100.0 C. WHITE TILE 97.5% ND 0.0 1000 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 29 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -167 PH- MOP -FTC21-01 * A BROWN TILE 05% CHRYSOTILE [10-20] 170 0.0 030 100.0 B. YELLOW MASTIC 2.0% ND 0.0 1000 100.0 C. WHITE FIBROUS RESIN 45.0% ND 60.0 400 100.0 D. MULTICOLORED RESINOUS TILE 525% ND 0.0 1000 100.0 01 -160 PH- MOP -FTC21-02 * A GREY CONCRETE 05% ND 0.0 1000 100.0 B. BLACK TAR 05% ND 0.0 1000 100.0 C. YELLOW MASTIC 1.0% ND 0.0 1000 100.0 D. WHITE FIBROUS RESIN 42.0% ND 60.0 400 100.0 E MULTICOLORED RESINOUS TILE 56.0% ND 0.0 1000 100.0 ND -169 PH- MOP -FTC22-01 * A CLEAR MASTIC 1.0% ND 0.0 1000 100.0 B. WHITE PLASTER 3.0% ND 0.0 1000 100.0 C. WHITE FIBROUS WOVEN 4.0% ND 100.0 00 100.0 D. GREY/TAN CERAMIC TILE 92.0% ND 0.0 1000 100.0 ND -170 PH - MOP -FTC22-02 * A CLEAR MASTIC 1.0% ND 0.0 1000 100.0 B. WHITE FIBROUS WOVEN 3.0% ND 100.0 00 100.0 C. WHITE PLASTER 12.0% ND 0.0 1000 100.0 D. GREY/TAN CERAMIC TILE 04.0% ND 0.0 1000 100.0 ND -171 PH- MIA FTC23-01 * A GREY FOAM 05% ND 0.0 1000 100.0 B. GREY PAINT 2.0% ND 0.0 1000 100.0 C. YELLOW MASTIC 5.0% ND 0.0 1000 100.0 D. TAN/WHITETILE 925% ND 0.0 1000 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE30 OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -172 PH- MIA FTC23-02 * A MULTICOLORED PAINT 10% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. TAWWHITETILE 96.0% ND 00 1000 1000 ND -173 PH-ML5-FTC24-01 * A GREY PLASTER 2.0% ND 00 1000 1000 B. GREY RESIN 25.0% ND 100 900 1000 C. WHITICRED CERAMIC TILE 73.0% ND 00 1000 1000 ND -174 PH-ML5-FTC24-02 * A WHITE PLASTER 05% ND 00 1000 1000 B. GREY PLASTER 200% ND 00 1000 1000 C. WHITICRED CERAMIC TILE 795% ND 00 1000 1000 ND -175 PH- ELI FTC26-01 * A WHITICGREEN PAINT 10% ND 00 1000 1000 B. TAN DEBRIS 2.0% ND 5.0 950 100 0 C. WHITE FIBROUS 300% CHRYSOTILE [75-05J 790 10 200 1000 D. WHITE RESINOUS TILE 67.0% ND 00 1000 1000 237 -176 PH- ELI -FTC27-01 * A CLEAR MASTIC 10% ND 00 1000 1000 B. TAN PAINT 10% ND 00 1000 1000 C. BLACK RESINOUS TILE 90.0% ND 00 1000 1000 ND -17 PH- ELI -FTC27-02 * A TAN PAINT 05% ND 00 1000 1000 B. CLEAR MASTIC 10% ND 00 1000 1000 C. BLUETILE 200% ND 00 1000 1000 D. BLACK RESINOUS TILE 705% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE31 OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -170 PH- ELI FTC20-01 * AYELLOW MASTIC 10% ND 00 1000 1000 B. WHITE TILE 99.0% ND 00 1000 1000 ND -179 PH- ELI -FTC20-02 * A MULTICOLORED DEBRIS 10% ND 10 99 0 100 0 B. YELLOW MASTIC 2.0% ND 00 1000 1000 C. GREYTILE 97.0% ND 00 1000 1000 ND -100 PH- ELI -FTC29-01 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. BLACK RESINOUS TILE 90.0% ND 00 1000 1000 ND -101 PH- ELI -FTC29-02 * A YELLOW MASTIC 10% ND 00 1000 1000 B. BLACK RESINOUS TILE 99.0% ND 00 1000 1000 ND HE PH- ELI -FTC3001 * A YELLOW MASTIC 10% ND 00 1000 1000 B. GREY CONCRETE 200% ND 00 1000 1000 C. BROWN CERAMIC TILE 79.0% ND 00 1000 1000 ND -103 PH- ELI -FTC3002 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 10% ND 00 1000 1000 C. GREY CONCRETE 25.0% ND 00 1000 1000 D. BROWN CERAMIC TILE 735% ND 00 1000 1000 ND -104 PH- ELI -FTC32-01 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. GREY CONCRETE 110% ND 00 1000 1000 C. RED CERAMIC TILE S7 0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 32 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -105 PH- ELI FTC32-02 * AYELLOW MASTIC 05% ND 00 1000 1000 B. GREY CONCRETE 15.0% ND 00 1000 1000 C. RED CERAMIC TILE 045% ND 00 1000 1000 ND -106 PH- ELI -FTC33-01 * A MULTICOLORED PAINT 15.0% ND 00 1000 1000 B. MULTICOLORED CERAMIC TILE 200% ND 00 1000 1000 C. WHITE CONCRETE 25.0% ND 00 1000 1000 D. RED CONCRETE 400% ND 00 1000 1000 ND -1S7 PH- ELI -FTC33-02 * A BLACK RESIN 05% ND 00 1000 1000 B. WHITE CONCRETE 15.0% ND 00 1000 1000 C. MULTICOLORED CERAMIC TILE 045% ND 00 1000 1000 ND -100 PH-MLI-FTC34-01 * A WHITE PLASTER 2.0% ND 00 1000 1000 B. GREY CONCRETE 200% ND 00 1000 1000 C. RED CERAMIC TILE 70.0% ND 00 1000 1000 ND -109 PH-MLI-FTC34-02 * A WHITE CONCRETE 0.G% ND 00 1000 1000 B. TAWRED CERAMIC TILE 92.0% ND 00 1000 1000 ND -190 PH-MLI-FTC35-01 * A MULTICOLORED CERAMIC TILE 1000% ND 00 1000 1000 ND -191 PH-MLI-FTC35-02 * A MULTICOLORED CERAMIC TILE 1000% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 33 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -192 PH-MLI-FTC36-01 * A YELLOW MASTIC 5.0% ND 00 1000 1000 B. WHITICBLACK CERAMIC TILE 95.0% ND 00 1000 1000 ND -193 PH-MLI-FTC36-02 * A YELLOW MASTIC 3.0% ND 00 1000 1000 B. WHITE CERAMIC TILE 97.0% ND 00 1000 1000 ND -194 PH-MLI-FTC37-01 * A RED CERAMIC TILE 15.0% ND 00 1000 1000 B. RED CONCRETE 35.0% ND 00 1000 1000 C. GREY DEBRIS 500% ND 100 900 1000 ND -195 PH-MLI-FTC37-02 * A RED CERAMIC TILE 200% ND 00 1000 1000 B. RED CONCRETE 22.0% ND 00 1000 1000 C. GREY DEBRIS 50.0% ND 200 000 1000 ND -196 PH-MLLFTC30-01 * A BLUETILE 1000% ND 00 1000 1000 ND -197 PH-MLLFTC30-02 * A BLUETILE 1000% ND 00 1000 1000 ND -190 PH- FILE FTC4001 * A YELLOW MASTIC 10% ND 00 1000 1000 B. TAN WOOD 2.0% ND 00 1000 1000 C. GREY RESINOUS PLASTER 9.0% ND 10 990 100 0 D. GREY FIBROUS RESIN 300% ND 63.0 370 1000 E GREY RESINOUS TILE 50.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 34 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -199 PH- FILE FTC4002 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. TAN WOOD 100% ND 00 1000 1000 C. GREY FIBROUS RESIN 29.0% ND 62.0 300 1000 D. GREY RESINOUS TILE 59.0% ND 00 1000 1000 ND -200 PH- FILE FTC4101 * A BLACK TAR 05% ND 00 1000 1000 B. TAN WOOD 10% ND 00 1000 1000 C. MULTICOLORED DEBRIS 4.0% CHRYSOTILE [TR 1105 0 0 995 100 0 D. YELLOW MASTIC 100% ND 00 1000 1000 E WHITE RESINOUS TILE 045% ND 00 1000 1000 <01 -201 PH- FILE FTC4102 * A BLACK TAR 05% ND 00 1000 1000 B. TAN WOOD 10% ND 00 1000 1000 C. MULTICOLORED DEBRIS 6.0% ND 00 1000 1000 D. YELLOW MASTIC 12.0% ND 00 1000 1000 E WHITE RESINOUS TILE 005% ND 00 1000 1000 ND -202 PH- MIA -FTC42-01 * A YELLOW MASTIC 10% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE 99.0% ND 0 0 100 0 100 0 ND -203 PH- MIA -FTC42-02 * A YELLOW MASTIC 10% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE 99.0% ND 0 0 100 0 100 0 ND -204 PH- MIA -FTC43-01 * A GREY CONCRETE PLASTER 5.0% ND 00 1000 1000 B. BLACK CERAMIC TILE 95.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 35 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -205 PH- MIA -FTC43-02 * A YELLOW MASTIC 05% ND 00 1000 1000 B. GREY CONCRETE PLASTER 5.0% ND 05 995 1000 C. GREEN CARPET 19.0% ND 1000 00 1000 D. MULTICOLORED RESINOUS TILE 755% ND 00 1000 1000 ND -206 PH- MIA -FTC44-01 * A GREY CONCRETE PLASTER 2.0% ND 05 995 1000 B. RINBLACK CERAMIC TILE 90.0% ND 00 1000 1000 ND -207 PH- MIA -FTC44-02 * A GREY CONCRETE PLASTER 9.0% ND 05 995 1000 B. MULTICOLORED CERAMIC TILE 91.0% ND 00 1000 1000 ND -200 PH- ELF -FTC45-01 * A MULTICOLORED FIBROUS DEBRIS 7.0% ND 300 700 1000 B. BLACK TAR 0.G% ND 00 1000 1000 C. GREEN TILE 05.0% CHRYSOTILE [5-15] 90 00 910 1000 77 -209 PH- ELF -FTW6-01 * A WHITE CONCRETE 2.0% ND 00 1000 1000 B. WHITE RESIN 4.0% ND 00 1000 1000 C. WHITE CERAMIC TILE 94.0% ND 00 1000 1000 ND -210 PH- ELF -FTW6-02 * A WHITE RESIN 3.0% ND 00 1000 1000 B. WHITE CERAMIC TILE 97.0% ND 00 1000 1000 ND -211 PH- LIE FTW7-01 * A BLACK TAR 10% ND 00 1000 1000 B. WHITE PLASTER 3.0% ND 00 1000 1000 C. WHITE TILE 96.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJ(0 8MK TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 36 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -212 PH- LIE FTC47-02 * AYELLOW MASTIC 05% ND 00 1000 1000 B. GREY CONCRETE 05% ND 00 1000 1000 C. BLACK TAR 10% ND 00 1000 1000 D. WHITE TILE 90.0% ND 00 1000 1000 ND -213 PH-LIAFTC4S01 * A BLACK TAR 05% ND 00 1000 1000 B. GREY PAINT 5.0% ND 00 1000 1000 C. BROWWWHITETILE 945% CHRYSOTILE [15-251 100 00 020 1000 170 -214 PH-LIAFTW9-01 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 10% ND 00 1000 1000 C. WHITICBLACK TILE 905% CHRYSOTILE [5-101 70 00 930 1000 69 -215 PH-LIAFTC5001 * A BLACK TAR 05% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. WHITE FIBROUS 26.0% CHRYSOTILE [75-05J 700 2.0 200 1000 D. MULTICOLORED RESINOUS TILE 32.0% ND 0 0 100 0 100 0 E GREY RESINOUS TILE 305% ND 00 1000 1000 203 -216 PH- GOP -FTC5101 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. GREYTILE 90.0% ND 00 1000 1000 ND -217 PH- GOP -FTC51-02 * A YELLOW MASTIC 2.0% ND 00 1000 1000 B. GREYTILE 90.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGES] OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -210 PH- LES -FTC52-01 * A CLEAR MASTIC 2.0% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE 90.0% ND 0 0 100 0 100 0 ND -219 PH- LES -FTC52-02 * A CLEAR MASTIC 10% ND 00 1000 1000 B. MULTICOLORED RESINOUS TILE 99.0% ND 0 0 100 0 100 0 ND -220 PH- LES -FTC53-01 * A WHITE PAINT 2.0% ND 00 1000 1000 B. WHITE PLASTER 25.0% ND 00 1000 1000 C. TAN FIBROUS 73.0% ND 1000 00 1000 ND -221 PH- LES -FTC53-02 * A WHITE PAINT 10% ND 00 1000 1000 B. WHITE PLASTER 100% ND 00 1000 1000 C. WHITE CERAMIC TILE 09.0% ND 00 1000 1000 ND -222 PH-SI-LIPGI-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 32 0 100 0 ND -223 PH-SI-LIPGI-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100 0 ND -224 PH-SI-LIP02-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 69.0 310 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE3S OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -225 PH-SI-LIP02-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 700 300 1000 ND -226 PH-SI-LIPG3-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 65.0 350 100 0 ND -227 PH-SI-LIPG3-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 64.0 360 100 0 ND -220 PH-LL9-LIPG4-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 67.0 330 100 0 ND -229 PH-LL9-LIPG4-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100 0 ND -230 PH-LL9-LIPG5-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 70 0 300 100 0 ND -231 PH-LL9-LIPG5-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100 0 ND -232 PH-LL9-LIP06-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 72.0 200 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 39 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -233 PH-LL9-LIP06-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 700 300 1000 ND -234 PH-LL9-LIP07-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100 0 ND -235 PH-LL9-LIP07-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 70 0 300 100 0 ND -236 PH- MOP -LIPOS 01 * A WHITE RESINOUS COVERING 200% ND 00 1000 1000 B. YELLOW CEILING TILE so 0% ND 1000 00 1000 ND -237 PH- MOP -LIPOS02 * A WHITE RESINOUS COVERING 12.0% ND 00 1000 1000 B. YELLOW CEILING TILE 00.0% ND 1000 00 1000 ND -230 PH- ELI -LIPG9-01 * A WHITE PAINT 5.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 95.0% ND 73.0 270 100 0 ND -239 PH - ELI -LIPG9-02 * A WHITE PAINT 4.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 96.0% ND 73.0 270 100 0 ND -240 PH- ELI -LIP1001 * A WHITE PAINT 4.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 96.0% ND 70 0 300 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE40 OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -241 PH- ELI -LIP1002 * A WHITE PAINT 4.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 96.0% ND 700 300 1000 ND -242 PH-MLI-LIPII-01 * A WHITE PAINT 5.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 95.0% ND 72.0 200 100 0 ND -243 PH-MLI-LIPII-02 * A WHITE PAINT 5.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 95.0% ND 72.0 200 100 0 ND -244 PH- FILE LIP12-01 * A WHITE PAINT 4.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 96.0% ND 900 100 1000 ND -245 PH- FILE LIP12-02 * A WHITE PAINT 6.0% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 94.0% ND 900 100 1000 ND -246 PH- FILE LIP13-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 70 0 300 100 0 ND -247 PH- FILE LIP13-02 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100 0 ND -240 PH- MIA -LIPI4-01 * A WHITE PAINT 10% ND 00 1000 1000 B. TAN PERLITIC CEILING TILE 99.0% ND 69.0 310 100 0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE41 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -249 PH- MIA -LIP14-02 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100.0 ND -250 PH- MIA -LIP15-01 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN PERLITIC CEILING TILE 99.0% ND 67.0 330 100.0 ND -251 PH- MIA -LIP15-02 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN PERLITIC CEILING TILE 99.0% ND 60.0 320 100.0 ND -252 PH- LIE LIP16-01 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN FIBROUS 13.0% ND 100.0 00 100.0 C. WHITE DRYWALL 06.0% ND 1.0 990 100.0 ND -253 PH- LIE LIP16-02 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN FIBROUS 0.0% ND 100.0 00 100.0 C. WHITE FIBROUS 91.0% ND 1.0 990 100.0 ND -254 PH-LIALIP17-01 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN PERLITIC CEILING TILE 99.0% ND 70.0 300 100.0 ND -255 PH-LIALIP17-02 * A WHITE PAINT 1.0% ND 0.0 1000 100.0 B. TAN PERLITIC CEILING TILE 99.0% ND 70.0 300 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 42 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -256 PH- MIA -MA01-01 * A BLACK TAR 0.0% ND 0.0 1000 100.0 B. TAN FIBROUS 92.0% ND 100.0 00 100.0 ND -257 PH- MIA -MA01-02 * A BLACK TAR 10.0% ND 0.0 1000 100.0 B. TAN FIBROUS 90.0% ND 100.0 00 100.0 ND -250 PH- MIA -MA02-01 * A TAN WOOD 5.0% ND 0.0 1000 100.0 B. YELLOWITAN MASTIC 25.0% ND 0.0 1000 100.0 C. WHITE PLASTER 70.0% ND 0.0 1000 100.0 ND -259 PH- MIA -MA02-02 * A YELLOWITAN MASTIC 19.0% ND 0.0 1000 100.0 B. TAN WOOD 23.0% ND 0.0 1000 100.0 C. WHITE PLASTER 50.0% ND 0.0 1000 100.0 ND -260 PH- MIA -OT01-01 * A WHITE FOAM 05% ND 0.0 1000 100.0 B. BLACK TAR 995% ND 0.0 1000 100.0 ND -261 PH- MIA -OT01-02 * A WHITE FOAM 05% ND 0.0 1000 100.0 B. BLACK TAR 995% ND 05 995 100.0 ND -262 PH- MIA -OT02-01 * A GREY CONCRETE PLASTER 100.0% ND 0.0 1000 100.0 ND -263 PH- MIA -OT02-02 * A GREY CONCRETE PLASTER 35.0% ND 0.0 1000 100.0 B. GREY BLOCK 65.0% ND 0.0 1000 100.0 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 43 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -264 PH- MIA -OT03-01 * A TAN FIBROUS 1000% ND 1000 00 1000 ND -265 PH- MIA -OT03-02 * A TAN FIBROUS 1000% ND 1000 00 1000 ND -266 PH- MIA -OT03-03 * A TAN FIBROUS 1000% ND 1000 00 1000 ND -267 PH-LL9-OT04 01 * A MULTICOLORED PAINT 15.0% ND 0 0 100 0 100 0 B. TAN RESIN 300% ND 100 900 1000 C. GREY CONCRETE 55.0% ND 00 1000 1000 ND -260 PH-LL9-OT04 02 * A MULTICOLORED PAINT 20 0% ND 0 0 100 0 100 0 B. GREY CONCRETE so 0% ND 00 1000 1000 ND -269 PH -LL 004-03 * A GREY CONCRETE 12.0% ND 00 1000 1000 B. MULTICOLORED PAINT 20 0% ND 0 0 100 0 100 0 C. GREY BLOCK 300% ND 00 1000 1000 D.TAN RESIN 30.0% ND 00 1000 1000 ND -270 PH-LL9-OT0404 * A MULTICOLORED PAINT 05% ND 00 1000 1000 B. GREY BLOCK 400% ND 00 1000 1000 C. GREY CONCRETE 595% ND 00 1000 1000 ND -271 PH-LL9-OT0405 * A GREY CONCRETE 1000% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 44 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -272 PH- ENO -OT04-06 * A WHITE PAINT 2.0% ND 00 1000 1000 B. GREY CONCRETE 90.0% ND 00 1000 1000 ND -273 PH- ENO -OT04-07 * A WHITE PAINT 0.G% ND 00 1000 1000 B. GREY CONCRETE 92.0% ND 00 1000 1000 ND -274 PH- FIGS -OT0501 * A MULTICOLORED PAINT 35.0% ND 00 1000 1000 B. GREY CONCRETE 65.0% ND 00 1000 1000 ND -275 PH- FIGS -OT05-02 * A WHITE RESIN 4.0% ND 00 1000 1000 B. MULTICOLORED PAINT 15.0% ND 00 1000 1000 C. GREY BLOCK 25.0% ND 00 1000 1000 D. GREY CONCRETE 56.0% ND 00 1000 1000 ND -276 PH- MOP -OT05-03 * A MULTICOLORED PAINT 400% ND 00 1000 1000 B. GREY CONCRETE 600% ND 00 1000 1000 ND -27 PH- MIA OT05-04 * A MULTICOLORED PAINT 05% ND 00 1000 1000 B. GREY CONCRETE 995% ND 00 1000 1000 ND -270 PH-MLS-OT05-05 * A MULTICOLORED PAINT 45.0% ND 00 1000 1000 B. GREY CONCRETE 55.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 45 OF 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -279 PH- ELF -OT0601 * A MULTICOLORED PAINT 3.0% ND 0.0 1000 100.0 B. TAN TEXTURE 11.0% CHRYSOTILE [Id] 10 0.0 990 100.0 C. TAN FIBROUS WOVEN 06.0% ND 100.0 00 100.0 01 -200 PH- ELF -OT0602 * A MULTICOLORED PAINT 0.0% ND 0.0 1000 100.0 B. TAN TEXTURE 12.0% CHRYSOTILE [Id] 10 0.0 990 100.0 C. TAN FIBROUS WOVEN 00.0% ND 100.0 00 100.0 01 -201 PH-LIA OT07 01 * A YELLOW MASTIC 1.0% ND 0.0 1000 100.0 B. WHITE RESINOUS TILE 99.0% ND 0.0 1000 100.0 ND -202 PH-LIAOT0702 * AYELLOW MASTIC 05% ND 0.0 1000 100.0 B. BROWN RESINOUS TILE 995% ND 0.0 1000 100.0 ND -203 PH- GOP -PLO 1 01 * A MULTICOLORED PAINT 1.0% ND 0.0 1000 100.0 B. WHITE PERLITIC PLASTER 99.0% ND 5.0 950 100.0 ND -204 PH- GOP -PLO 1 02 * A MULTICOLORED PAINT 1.0% ND 0.0 1000 100.0 B. WHITE PERLITIC PLASTER 3.0% ND 0.0 1000 100.0 C. WHITE PLASTER 6.0% ND 0.0 1000 100.0 D. PINK PERLITIC PLASTER 90.0% ND 0.0 1000 100.0 ND -205 PH-MLLSOA01-01 * A WHITE PAINT 2.0% ND 0.0 1000 100.0 B. TAN FIBROUS 42.0% ND 100.0 00 100.0 C. WHITE FOAMYCEILING TEXTURE 56.0% CHRYSOTILE [Id] 50 0.0 950 100.0 2S DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 46 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -206 PH-SLSVF0101 * A YELLOW MASTIC 3.0% ND 00 1000 1000 B. GREY PLASTER 4.0% ND 00 1000 1000 C. WHITE FIBROUS RESIN 35.0% ND 600 400 1000 D. WHITE RESINOUS TILE 50.0% ND 00 1000 1000 ND -2S7 PH-SLSVF02-02 * A GREY PLASTER 100% ND 00 1000 1000 B. YELLOW MASTIC 15.0% ND 00 1000 1000 C. WHITE FIBROUS RESIN 300% ND 600 400 1000 D. WHITE RESINOUS TILE 45.0% ND 00 1000 1000 ND -200 PH-SLSVF02-01 * A BLACK RESIN 05% ND 00 1000 1000 B. YELLOW MASTIC 3.0% ND 00 1000 1000 C. WHITE RESINOUS TILE 965% ND 00 1000 1000 ND -209 PH-SLSVF02-02 * A WHITE TILE 14.0% ND 00 1000 1000 B. WHITE RESINOUS TILE 06.0% ND 7.0 930 1000 ND -290 PH-LIOTS0101 * A TAN PAINT 12.0% ND 00 1000 1000 B. WHITE DRYWALL 15.0% ND 00 1000 1000 C. TAN FIBROUS 200% ND 1000 00 1000 D. WHITE FOAMYRESINOUS TEXTURE 53.0% ND 3.0 970 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 47OF51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -291 PH-LL9-TS0102 * A TAN FIBROUS 100% ND 1000 00 1000 B. TAN PAINT 200% ND 00 1000 1000 C. WHITE FOAMY RESINOUS TEXTURE 700% ND 6.0 940 1000 ND -292 PH-LL9-TSG2-01 * A SILVER PAINT 05% ND 00 1000 1000 B. GREY BLOCK 25.0% ND 00 1000 1000 C. WHITE PLASTER 300% ND 00 1000 1000 D.TAN PAINT 445% ND 00 1000 1000 ND -293 PH-LL9-TSG2-02 * A SILVER PAINT 05% ND 00 1000 1000 B. TAN PAINT 15.0% ND 00 1000 1000 C. WHITE PLASTER 045% ND 00 1000 1000 ND -294 PH- ELF -TSG3-01 * A TAN PAINT 15.0% ND 00 1000 1000 B. WHITE TEXTURE 05.0% ND 00 1000 1000 ND -295 PH - ELF -TSG3-02 * A WHITE TEXTURE 400% ND 00 1000 1000 B. YELLOW PAINT 600% ND 00 1000 1000 ND -296 PH - ELI -TSG3-03 * A WHITE TEXTURE 300% ND 00 1000 1000 B. YELLOWITAN PAINT 700% ND 00 1000 1000 ND -297 PH- ELI -TS04-01 * A MULTICOLORED PAINT 2.0% ND 00 1000 1000 B. TAN CONCRETE PLASTER 100% ND 00 1000 1000 C. WHITE PLASTER 00.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE4S OE 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -290 PH- ELI -TSG4-02 * A BROWN PLASTER 05% ND 00 1000 1000 B. MULTICOLORED PAINT 10% ND 00 1000 1000 C. WHITE TEXTURE 34.0% ND 00 1000 1000 D. PINK DRYWALL 645% ND 10 990 1000 ND -299 PH - ELI -TSG4-03 * A BROWN PLASTER 05% ND 00 1000 1000 B. MULTICOLORED PAINT 2.0% ND 00 1000 1000 C. WHITE TEXTURE 35.0% ND 00 1000 1000 D. WHITE DRYWALL 625% ND 10 990 1000 ND -300 PH - ELI -TSG4-04 * A WHITE TEXTURE 10% ND 00 1000 1000 B. MULTICOLORED PAINT 2.0% ND 00 1000 1000 C. GREY CONCRETE PLASTER 100% ND 00 1000 1000 D. MULTICOLORED BLOCK S7 0% ND 00 1000 1000 ND -301 PH - ELI -TSG4-05 * A MULTICOLORED PAINT 3.0% ND 00 1000 1000 B. MULTICOLORED BLOCK 40 0% ND 0 0 100 0 100 0 C. WHITE TEXTURE 570% ND 00 1000 1000 ND -302 PH- ELF -TSG5-01 * A WHITE PAINT 15.0% ND 00 1000 1000 B. WHITE TEXTURE 05.0% ND 00 1000 1000 ND -303 PH- ELF -TSG5-02 * A ORANGE PAINT 100% ND 00 1000 1000 B. WHITE TEXTURE 900% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE 49 OF 51 CLIENT. ANALYSIS DATE S 14-19 LANDMARK ENVIRONMENTAL REPORTING DATE S15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE S7-19 LITTLETON, CO SO 127 CLIENT JOB NO 19056.001001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE10S PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -304 PH- ELF -TS05-03 * A WHITE PAINT 100% ND 00 1000 1000 B. WHITE TEXTURE 900% ND 00 1000 1000 ND -305 PH - LIE TSG6-01 * A WHITE PAINT 27.0% ND 00 1000 1000 B. WHITE TEXTURE 73.0% ND 00 1000 1000 ND -306 PH - LIE TSG6-02 * A WHITE TEXTURE 400% ND 00 1000 1000 B. WHITE PAINT 600% ND 00 1000 1000 ND -307 PH - LIE TSG6-03 * A WHITE PAINT 12.0% ND 00 1000 1000 B. WHITE TEXTURE 00.0% ND 00 1000 1000 ND -300 PH-LIATS07-01 * A GREY CONCRETE 6.0% ND 00 1000 1000 B. WHITE PLASTER 25.0% ND 00 1000 1000 C. MULTICOLORED PAINT 69.0% ND 00 1000 1000 ND -309 PH-LIATS07-02 * A WHITE CONCRETE 4.0% ND 00 1000 1000 B. PINK PERLITIC PLASTER 12.0% ND 00 1000 1000 C. MULTICOLORED PAINT 04.0% ND 00 1000 1000 ND -310 PH-LIATS07-03 * A WHITE CONCRETE 10% ND 00 1000 1000 B. WHITE PLASTER 300% ND 00 1000 1000 C. MULTICOLORED PAINT 69.0% ND 00 1000 1000 ND DCM QE��C��E I HIM W FATE AVENUE, UNITta AKMTUDEJC0 803K TM)4KaDO BULK ASBESTOS TEST REPORT PAGE50 OE 51 CLIENT. ANALYSIS DATE 0-14-19 LANDMARK ENVIRONMENTAL REPORTING DATE 0-15-19 7SS1 SHAFFER PARKWAY RECEIPT DATE 0-7-19 LITTLETON, CO 00127 CLIENT JOB NO 19006.001.001 PROJECTTITLE PARAMOUNTHEIGHTS DCMSLPROJECT. LE100 PERCENTAGE COMPOSITION BY VISUAL ESTIMATE TOTAL DCMSL CLIENT TOTAL PERCENTAGE SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS -311 PH- LES -COOS -01 * A GREY PLASTER 05% ND 0.0 1000 100.0 B. TAN PAINT 10.0% ND 0.0 1000 100.0 C. WHITE TEXTURE 095% ND 0.0 1000 100.0 ND -312 PH- LES -COOS -02 * A GREY PLASTER 05% ND 0.0 1000 100.0 B. TAWWHITE PAINT 10.0% ND 0.0 1000 100.0 C. WHITE TEXTURE 095% ND 0.0 1000 100.0 ND -313 PP- LES -COOS -03 * A TAN PAINT 15.0% ND 0.0 1000 100.0 B. WHITE TEXTURE 05.0% ND 0.0 1000 100.0 ND -314 PH- MIA -CA1501 * A WHITE FIBROUS 10.0% CHRYSOTILE [75-05J 000 05 195 100.0 B. TAN RESINOUS TILE 30.0% ND 0.0 1000 100.0 C. YELLOW MASTIC 60.0% ND 0.0 1000 100.0 00 * PH-MLS-BBA07-02 SAMPLE WAS LISTED ON THE FIELD DATA SHEET BUTWAS NOT RECEIVED FORANALYSIS 1000 100.0 NOTES. CLIENT SAMPLE NO. PH- MIA -CA15-01 WAS NOT LISTED ON THE FIELD DATA SHEET BUT WAS RECEIVED FOR ANALYSIS. FOR CALCULATION PURPOSES TRACE (TR) IS ASSUMED TO BE 0 5%. (q INSEPARABLE LAYERS DIDNONEDETECTED THE SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION. THIS TEST REPORT RELATES ONLY TO THE ITEMS TESTED. THIS REPORT MAY NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY. 4D C M 5•C•1'E-N-C-E 12421 W. 49th Avenue, Unit IS Wheal Ritlge, CO 00033 DI PI No. LE 108 Bulk Sample Analysis Page .51 51 BULK SAMPLE ANALYSIS PROCEDURES: DCM Science Laboratory, Inc. analysis bulk asbestos samples following procedures developed by the MCCmne Research Institute and In compliance with guidelines established by the EnvimnmenUl Protection Agency (EPAS00I10402-020, 1982 and EPA,600IR-93/116, July, 19937 - Bulk samples are prepared for analysis using a 10X -00X stereo microscope In a hard filter hood which provides a contamination -free environment The sample is then analyzed by polarized light microscopy(PLM) a0106X. When the sample consists of more than one layer, each layer is prepared and analyzed separately. Einer and matrix materials are iden0ned by the characterization of optical properees including color and pleocbmism, form cleavage, relief, birefringence, extinction, odentatlon, tearing, interference figure and other distinguishing features. Dispersion staining is also used to further aid in mineral identiflcation. All pementages of asbestos, other fibers antl non -fibrosus constituents are calculated from the values obtained fain analyses using the stereo and PLM microscopes. In-house and NIST standards as well as a chain prepared by R . Terry and O.V. Child for 'The Journal of Sedimentary Petrology"(Volume 24, pp. 229 234, 1966) provide a guide far estimating percentages. All samples are sparked for six months unless other arrangements are made by the client. ACCREDITATION: OCMGL Is accredited by NVLAP (since April 1, 1909). Our NVLAP Not, Code Is 101260-0. DCMSL complies with NVLAP requirements unless ctberwlse noted. ENDORSEMENT: The results of this analysis must not be used by the client to claim endorsement by NVL4P or any agency of the U.S. Go�vernment. Performed The sandy, asas pea^ JET, allumi Gore / naiM Jaggfl Malar aeaaW NEAP bb Code 1015a 0 Alex khaters Analyst g. (q— 19 ScRonhad SC CSM WIM 12421 W. Csh Avu... Lou" WM1est Ridge, CO Card (303) 463827WI8W) 85273W (103)463a262—he, Date?ime Received DCMSLGmup No. Z414 OCMSLLog No. I�tO6' lield Dart SheeVCbain of Cal Samples SubmiltW By: Company: Landmark Environmental )oW.O.4 19086.001.001 Address: 7881 Shaffer Parkway Littleton, CO 80129 Pmjcu Ti0e Paramount Heights Contact: Brendv Howard Phone Amble. AmhryArhamr ramrII ammml.m tar6 meams Cell Cel uNevmher mmag:maaumom. Allomn®mOles Email: bhownwiticalanchruarkenvint.com are emhnai her 3 mmim. Turnaround Time Requested: [ Standard D to 5 Business Days) [ 7 2 How Rush (Asbestus Only) [ ] 24 Hour Rush [ ] Other Procedure Requested: ASBESTOS DUST&SILICA OTHER SERVICES Bulk [}j Standard EPA [ ] Silica—Am NIOSH 9500 [ ] Optical Microscapy [ ] Progressive [ ] Silica—Bulk [ I X-ray Diffraction—Seen/Search [ 1 point Count [ ] Silica—Bulk Respirable [ ] X-ray DiRrection—Clay/Bulk [ ] Other [ 1 Biel 0500/0600 [ J SEM Air I I NIOSH 9400 Other Analyse: [ I OSHA 10.160 cher Client Sample Ne' sample Date AirVolume Other moderlied 1 See Attachetl COC 10 Itel' y: Dnt L������ -s`6e-IA cmvAJRecclvM By: Date/Tima �a � �.etd Page I of 23 labMjo — Chain of Custody COC w:l PH -11 wavy BnrnPark M � ]aB. 9valfv P m127 unmP, mn ( t ) PH{LFBBI1Bf-01 PWMI]-0BP9401 BBI4B88eE0efC ACM1eeiva 1 l 2 ) wau9BBMl� PHLQ]-08FW112 --waMsaa t �� l 3 ) PHA34BB I0 BBi-Ba¢epprd MMsrve 1 O ( ♦ ) ( 5 ) PHiIiBBl1B2-02 1 6 ) PBMLB6B1W3-el �l BBl1-0aseCoaM AUMaFa BBF-BeWwMAMesira BBhBasapoaM Mha 2 2—� 3 —� ( ] ) PKW.PBB003B2 BBF-BaeapoarG MM1eanre 3 ( a ) PWMI]-0BP9401 BBh®am4eutl FMarve 6 -- ( 9 ) PHLQ]-08FW112 BBq-0agepoaN /WM1eaive 9 �-� 1 lg) garaJaBFosol BeFeasemam MM1ecive 5 �—� ( It ) P14MLJ-BREW@ BBF-BaeaUwN MM1esirve 5 (alg�uforvwl BEL(MU(B3fEB BY: (tlab/time) alywbnWco) BBcE BY: (tlamtlmel Page 2 0) 23 Lab Project t: Chain of Custody coc 10:I PH -1 Please EmaO Rewift To: Hamper: M/ HaMrd Teen H: Ir ( 14) PHWL"W7-01 BBA-BoseboaM Adhesive l ( 12) P L388A06-01 BBABassboam Afire" 6 BBA-BaseboaM Adhesive ( 13) PH{L5-BBA06-02 BMA meboaM Adhesw 6 ( 14) PHWL"W7-01 BBA-BoseboaM Adhesive l ( 18) PH-LLI-BBAO8 ( 15) PH-HL6-BBA07-02 BBA-BaseboaM Adhesive 7 0 ( 16) P�&8 7-02 BBAAaSebwd Atlbesive 7 BBA -Baseboard Adaesfre 9 ( 20) ( 17) PH-LLI-BBA08-0l BB Baseboard Adhesive 8 0 ( 18) PH-LLI-BBAO8 BBA-Basebo Adhesive 8 0 ( 27) ( 19) PH-LLI-BBA09-01 BBA -Baseboard Adaesfre 9 ( 20) PH1 1-BBA09-02 BBAEaseboaM Adhesive 9 0 ( 21 ) PH1L1-BBA10-01 BBA-Besebosrd AOhesive 10 ( 22 ) PH-LLI-BRA10-02 BBA-BasebaaM Adhesive 10 { 23) PH-WI-BBA12-01 8BA8e5eboaM AdhesNe 11 --� ( 24) PHHAUI 12-02 BBA-BaseboaM Adhesive 11 0 ( 25) PH#A1-BBA13-01 BBA43asebaaM Adhesive 12 ( 26) PH-ML148BA13-02 BBA-Baseboa(d Adhesive 12 ( 27) PHJ 14MAI"l Adhe ee 13 --- ( 28) Pfi-W- BA14-02 BBA-BaseboaM Adhesive 13 0 sieretum2ol RGr avnuca¢n gy: (daWNtte) afgWreeleol RECF1vFn BY: {mwame) Pp 3WM LaUPpMK Chain of custody -cac mJ -- wLnl Prge[[HunWr m,. ain9 ro: zmL sdro-v+L.m SLumLmwm o.uvmad wa: 19 �aleCoscnc5nn: areim.[HeHA s3wwmm9a �eowsmae•a •...s... mwwHo..m umn: 1 m) Pxt�awa,so, eer.eawewrorarezHs14 l 39) ( ]t l PI4ML1A811S@ PHL46Gtsa BMGaMaEMI�Ww euB,sFe,rcsmnMa if 16 r ( E) FI-L18PH918@ BB0.&,epaap Mnsx . ,i �. 1 331 vwuider.nA seneanuesa rmR.w � ( 99) PXlV.B841]A3 894Ba¢NwEM9mne ,6 ( 331 GHS,L'.9,-01 SVFSIitlYvyt FYvrvp ,) O 1 35, PH9,Cw,m SKAMHY,S,F�R ,3 �� 1 E I PHLL9VR39, CACwG+Mearva ,a 1 3e) WMLBfA530i UCa{tl lYeNe tp ( 391 PHALB l G4gN/dMfie ,9 1 d01 PHu9GWM fMaPY/tlMaw 19 (it 1 vxuaaasm GVGP%MaAe m � � 1 43) vHU8 "2 W Oa Adh f m 1431 PHuefla6 Pwcapvearw 31 �- 1 44 ]t I HELH,OW,E�B]': 1�1 I Lff�L,9P9 av_ Id�MI Page 4 of 23 b Projxt k Chain of Custody PH -11 LandmaM Erwironmental 7881 SaXfEr par" IiWelet, [080127 Please Email Resuks Ta MaaaOaD ndir Hoard TKA a1: ( 45) PH L9{A07-01 CACavp¢[Adhesive 22 ( 46) PH-LL9 07-02 CACarpel Adhesive 22 ( 47 ) PHA 7C 081 01 C rpat Adh w 23 ( 48 ) PH-ML7CAl18-02 CACatpet Adhesive 23 ( S ) PH I-CA12-02 CAfaryat Adhesive 26 ( 49 ) P&LLSCA09-01 CACaipet Adtasive 24 --_, ( 50) PH-1-1.5-CA09-02 CA-CarW Adhesive 24 0 ( 51 ) PH-LL5lA/1-01 CACarpel Adiesire 25 ( 52 ) PH-LL5-CA11-02 GACarp& Atlhesive u ( 53 ) P L1-CA12-01 ChCaW Mhesrve 26 ---1 ( S ) PH I-CA12-02 CAfaryat Adhesive 26 ( 59) 0 CA WW Adresive ( 55) PH411-1CA1401 CACarpm Adhesive 27 ( 56) PH-ML1CA14 CA -Carpet Adhesive 27 0 ( 57) PH -Ml 16-01 CA-Cagat Adrasive 28 L ( 58) PH -ML 1602 CA arfw Adhesive 28 ( 59) PH{1.3 17-01 CA WW Adresive 29 ( 60) PH-LL3-CA17-02 CACarW Adhesive 29 0 sigaaturNeo) RELItHIU1SHFD BY: IdaW6ma1 sigaMurNcol RECEIVED BY: (tlaBeldme) Page 5 of 23 Lab Pwaaet F. Chain of Custody coc 10:1 PH -11 laaaP.an emmanmemm 7aei vara taevay Int, m Born Plane Ranh eeaaMa Tw MWuaar 6an*HmvarA JF�Tw M- ( 61 ) PlHl6-CA18-01 t'ACapat AMe.Ne 30 —.__� ( 62) PHi1B I"2 CA -G et AtlM1esrve 30 O ( 63) PH 1CU I0 l COWL pasha DrywLl. Tape&JL 31 O Cmpd ( BI ) PH#1L3CDWo1-0 CMomposie Drys . Tape &A. 31 O Cmpd ( 65) PWML2CD Im CDW�C movie Olywall, Tape a 31 0 Cmpd ( B6) PHi1BGDW l cmmpo a Dry O. Tape & Jl. 32 0 CnVd ( 67 ) R6LL&CDV103-02 COWCp ft Dry R. Tape&J1. 32 0 Cmpd ( 66) PKLL8CDW03-03 COWCmip ft Drf e,Tapa&.M. 32 0 Cmpd ( 69) �DW l r -Canft Dry H, Tape sal. 33 — —� Cmpd ( 70 ) PH ML� tbW pp Dlyw 1. Tata & JL Cmpd w ( 71 ) P"L6COW0 l CMCorro M Dr/ e , Tape & JL 31 Cmpd ( 72 ) PWML&CDWOS02 CM-CQrnp YDy 11, Tape 6Jt 36 Cmpd 1"'I:('Yk': Lab Projaetfi —� Chain of Custody COC )D:I PH4 !NMINor X19086.001.0011 Ikm: ,1 r Invoice To: � �* Emmanmemol ID: 78R15taBa Parkway ...LMIO^ CO W127 Please Email ReSalb Ta Project Maneasr. DwdV Hward Field Till h: ( 73) P 11.7CDW0601 CDWCoeposk Drywall, Tape& JL 35 � CnWd ( 74) PH4LL7CDW08-02 CDWComPoaile Drywal4 Tape&L. 35 O Cmpd ( 75) P"1-7C1� CDWCm fte Dryml, Tape & A 35 0 Cmpd ( 76) PH 115 -CO 74)1 CDWCompwft Drywal, Tape&A. 38 Cmpd ( 77 1 PII-LL51CDW07-02 CM-ComPoa&a Drywall, Tape & A 36 0 Cmpd ( 78) PH411- DM l C Conpmile Drywall, Tape & A 37 Cmp0 ( 79 ) PH40S-CDWO&@ CDWCmpom&e Drywae, Time &A 37 0 cmpd ( e0 ) PHMSCDWO9-01 CDWCompmee Drywall, To" &A 38 O cmPa ( 81 ) PHJALSCDW09-02 CDWCmnposft Dryw , To" &A 38 Cmpd aIgma oko) RELIBDUMIEB BY: (tlabR&nal al®WWco) PECEIVED BY: (dpYlame) Pape ] of 23 ILab Project V. Chain of Custody COC ID:I PH-1� make To: Lardmalk icer Parkway ]881merrtal 5iHfier Parkway !]Malan, CD 80127 Please Email Ill Tw. Oar"W Ilovrard TeM h: ( 82 ) PH W-CDW10-01 COW -C mposda Drywall, Tape & JL 39 Cmpd ( 83 ) PH-LLI-CDW10-02 CDVJ-Composite Drywall, Tape &Jt. 39 0 Cmpd ( 84 ) PH UCDW1003 CDWCanposae Drywall, Tape&JI. 39 0 Cmpd ( 85 ) PH 1-1-CDW1004 CM-Canpos2e Drywall, Tape &JI. 39 0 Cmpd ( 86 ) PH-LLICDVV10O5 CDN-Compasite Drywall, Tape & A. 39 0 Cmpd ( 8] ) PH-MLICDWII41 CDW-Composite Drywall, Tapa&J1. 40 - Cmpd- ( W ) PH411-1-CDW11-02 CDWCompmMe Drywall. Tape &Jt. 40 Cmpd ( W ) PWMLICDWII-03 CDWComposde Drywall, Tape &Jt. 40 Cmpd ( 90 ) P U-GDW12-01 CDW-Caagasite Drywall, Tape &Jt. 41 Cmpd ( 91 ) PHWMl DW1242 CDWCompowle Drywall, Tapa&J1. 41 Cmpd ( 92 ) PHWI-2CDW12-03 CM -Composite Drywall, Tape &A. 41 Cmpd ( 93 ) PH -ML CDW13-01 CDWCompasite Drywall, Tape&Jt. 42 0 Cmpd ( 96 ) P L"DW/3-02 CDWCortpasie Drywall, Tape &Jt. 42 Cmpd Page 8 of 23 Lab Project t Chain of Custody COC Md PH-1� mdce To: Landmark Errviren k 786I9aRer Padcway I fle ,MM122 Projaol Description: Pardniaaa Ha9hls 5lwppirg Center Phase Entail Results Tr. Project Yawger. WIlNy Howard . T. if: ( 95 ) PH -U CDW14-01 CDVV-Composie Drywall, Tow &A 43 Cmpd ( W ) PH-LL}CDW14-02 CDWLompoatle Drywall, Tape&A 43 0 Cmpd ( 97 ) PH -L DW1501 CDWCompesee Drywall, Tape &A. 44 0 Cmpd ( W ) PI4•LLZ-CDW15-02 CDWComp le Drywall, Tape&A 44 0 Cmpd ( 99 ) PH- CDW1503 CDWCorNmft Drywall, Tape &A. 44 j Cmpd ( 100) PH-LL6CDW1601 CDWCompaske Drywall, Tape & A 45 0 Cmpd ( 101) PH4LL6CDW16-02 CDWComposde Drywall, Taw &A. 45 0 Cmpd ( 102) PHi 7,CDW12-01 CD.wC mposile Drywall, Tape & A 46 0 Cmpd ( 103) PH-LL]CDW1]-02 C CorrlPoade Drywall, Tape & A . 46 O CnVd ( 104) PH-LL9-CDW18-01 CDWCompostle Drywall, Tape&A 47 0 Cmpd ( 105) PH-LL&C I"2 CDWComposRe Drywall, Tape & A. 47 Cmpd ( 106) PH-LL&-CDW 1&03 CM-Gompos le Drywall, Tape & A. 47 Cmpd slgnaWrefcoj RELINOMHED aY.(daNltlrne) signaWre/oo) RECEPVED BY. (datellMne) Page 9 of 23 iLob Pro jea 0: Chain of Custody COC 10:1 PH -1I Ruse EmallK ft TO; Manager: ItP.vatl Tach h: ( 111) PH-LLg-CK0 l CKG "("*mMoeow" 50 ( 107) PH-LL9CK01-01 Onarim2x * MI ( toe) P�L&MlO CK ulkmg( ienar/ fior) 4a 0 CKla Ilmq (min lextenorl 51 I � ( 114) PHl.IL0CKD1-02 ( 109) PHi CK02-01 CKCa "g�lmQe" 49 ( 110) PH-LL9CKW2 CKCauWW (mteOorlm0erior) a 0 ( 111) PH-LLg-CK0 l CKG "("*mMoeow" 50 ( 112) PHiLB-CK0302 CKL uMng Onteri rre fior) 50 0 ( 119) PH41L9CK l CKla Ilmq (min lextenorl 51 I � ( 114) PHl.IL0CKD1-02 MK au" (InterlalMeilor) 51 O ( 115) PH4.ABCK0501 CK-CWAw f ) 52 O ( 116) PH-ML9CK65-02 CK-Cauktlng gnft mM er ) 52 0 ( 117) PHML Kf l CKC U"(mMriotlexttWO 53 ( 115) PHJ.IL5CK05-02 CKCauXm�g PrM�ior/maerior) SJ 0 ( 119) PH-LLl{Yl0]-01 CK -CSA g ( 120) PHi 1. 1(07-0 CKC ul g (mt nodexhmw) 50 0 Page 10 of 23 Pkb Ptajeeta: Chain of Custody COC ID:I PH41 Lanamatk emaxnmemai T8619�fa Pack" �, TA 661n PlaneF Rl9PRs TM Nattagr: ndy NowaN Tech M: ( 121) PHiL9CAA501-01 CM&CMll6eatmt 55 ( 122) PH1L9 W I5 2 CH U Sealant 55 ( 123) PH-LLOCHS01-03 CMSCW Sextant w ( 126) Pl4419CM501-09 C mu Sealant 55 0 ( 125) PHi16fM501-05 CHS-GRIBeaWa 55 ( 126) PHiU1 A01-01 CTAGW Tib MheOive 56 ( 127) PH UL TM1-02 CTA- wv Txe MheaNe 56 O ( 128) PH1161-CTA02-01 CACe gTde MhasiOe w ( 129) PHWLICTA02-02 CTA-"MgTB MM 57 O ( 130) PH-LL3-CTA0301 CTA-QOWMT Mlresive w ( 131) PHiLbCTA03-02 CTA mHw Tile MheeWe % ( 132) PHM 7T 1g 1 DIU 1utalion % i ( 133) P"UL 01-02 D d Inwla 59 0 ( 13x) PH#1Lg-DSOl-01 OB -DUG SPSIeM 60 ( 135) PHJAl8D5 2 �GSealant 80 O ( 138) P L9F1 "l FTCfimrTaeSArax Mastic 61 ( 137) PHi "CU1ffi PTCFImI Tim B Assoc mae 61 Page 11 of 23 l.sl1 Project •: Chain of Custody COC IDA PH4 Larrtlrr®rk EnsimnmeMal 786E Swi fa Pmkx lNlei MM127 Please Email Beevlts Ta. Manager Imarov110Ndf6 Faso Teel i1: (144)PH-LLB-FFC l FC-Ftoor TIED Assoc. Mastic 65 ( 136) P L9- T=-01 FTC -Flow Tile & Asst. Mastic 62 I ( 139) PH-LL9-FTCO242 FTC-Fbm Tile &Assoc. Mastic 62 ( 1 ) PH{L9-FTC0301 FTC-Riw Tile &Assoc. Mastic 63 r ( 141) PH-LL&FT0302 FTC -Fl wr Tile & Assoc. Mastic 0 ( 142) PHLL9-FTCA441 FTC4-bor Tile & Avwe. Mastic 65 —— ( 143) PH-1.1.9-FTCO FTC-Flwr Tile & Assoc. Mastic 64 0 (144)PH-LLB-FFC l FC-Ftoor TIED Assoc. Mastic 65 ( 149) ( 145) PHi1-9-FTC05-02 FTC-Flor Tile&Assoc. Mastic 65 0 ( 146) PH-U&FTCO"l FTCFIDW Tile &Assoc. Mastic 66 ( 149) ( 147) PH-LLS-PTCO FTGFIwr Tile & Assoc Mastic lib 0 ( 148) PHiL4FTC07-01 FTC-F(oor Tile&Asst. Mastic 67 ( 149) PI+U-4 fC(37-0 FTG -Flow Tile & Assoc. Mastic 67 0 ( 150) P 9-17TCO&at FTCFborTila&Ascoe. Mastic 66 — --, ( 151 ) PH I) -F C0642 F C-F(w Tile & Assoc. Mastic 66 0 ( 152) PH-LL9 C)"l FTCFIom Tile &Assoc. Mastic 69 I � ( 163) PH-LL617C0902 FT Floor Tile& Assoc. Mastic 69 0 (slgnatoWw) RELINOU"ED BY: (tl me) slgnaenatco) R EMED BY: (0alef8me) P&4)8 12 of 23 b Prajset� Chain of Custody coc IDA PH -11 �merk Emnonmmlcl JBB15taBa Pant velem, M tw)n Please Erma Rew Tm wrojea MMrwar: HOMrtl Tech n: tse> P1+LLaFTc1Da1 FfGFporTAesAuac MeaBc 70 ( 155) P LL9-FT I1 FfC ver TM a nasac. We 70 ( 156) PH#IL9frC11-01 FTCibar TAa BAssec. Mastic 71 ( 157) PILML9FfC11-0 FTCFbm Tib a Aooc MaM 71 0 ( 156) PH+al6f-+ct2al n� ( 15s) Ptt-Mte- 12c Fr r Tea a aaaac. Mastic n 0 ( 166) PHfABF 1"l FTCFIaol T9ea Assac. Mastic n ( 161) PILh1L6FTC13 FTGFl Ttl &a Masf 73 O m) PH-MLBF1C15 Prcc199rTx a ne69e. Mes9c 74 — -� ( 163) PHJA8FfCl5 "TG r TW a Msac. MaMk 74 ( 164) Ptt#R9FfC16-01 FTCFlsm T9e8Assx. abMlc 75 1J ( 165) PtHA cl6 FTC-Fb 7Y a heasc WSW 75 O ( 1%) PHMLB 17-0 FTCfb9r &Ks9c. Mantic n —� ( 167) P14Mt8FTC17-0 FfC-F rTiba Me9c. W. 76 0 ( 166) P ML c1601 FTCfbarT9aa Nfse. Mentis n 0 ( 169) PH -ML C16DE FfGFbor TB>8Aea9c. Mc5c n 0 (algmturN ) RELIRD I1 ED BY: IealYtlraa) e19Mhrrt4C0) RECENFD BY: IOiM6rM) Page 13 of 23 ;lab Project #: Chain of Custody COC IDA PH-1� Please Emam Resets; To: Maw w &ar* tlommeci Tech ll: ( 170) P S-FTC19-01 FTC+lw Tiled Assoe, Mastic 78 ( 185) ( 171) ( 1]2) P i hll- +TC19-02 PHIdL]f"TCZO-01 FTC+loor Tile & Assoc. Mastic FTC -Floor Tits &Assoc. Mastic 78 0 79 ( 173) PH- U+TC20-02 Ff Floor Tile & Assoc. Mastic 79 �I ( 1]4) PH-ML]+TC21-01 FTC -Floor Tee &As Msstie so ( 175) PH-ML]+TC21-02 FTGFbor Tile &Assoc. Mastic 80 ( 176) PH-11,0L7-FTC22-01 F G-Roor Tills &Assoc, Mastic 81 ( 1T7) PH-A1V+TC22-02 FTC -Floor Tile &Assoc. Mastic 81 ( 1]8) 13HJ.IL6+TUV)l FTC -F wTit&Assoc Masts 82 ----� ( 179) PH-Ml8+T1323-02 FTC -Floor Tile & Assoc Mastic 82 0 ( 180) PHAAl5-F MC l FTC -Floor Tile Assoc. Mastic 83 ( 181) ( 182) IcWMLS 2"2 Pt W -i IFC2 1 FTC -Floor Tile&Assoc Mastic itC+bm Tit&As.oc.Msstk Kt 0 86 ( 183) PH{ I-FT1325-02 FTC+loor Tae & Assoc. Mastic 84 0 ( 184) PH-W-FfC2]-01 FTC+loor Tile&ASSOC Mastic 85 ( 185) PH{ I-FTC27-02 FTCFIoor Tile &Assoc. Mastic 85 0 aWiwlowlcol BELIWWSHEB BY: (dalal&me) signahadco) RECEIVED BY: (da6ettime) Page 14 of 23 b Pro jest R Chain of Custody COC 1DJ PH -1I LaMmm9 Emiroome W 28915hmer Pak" LMbbn, M WI22 Please Entall Re lLSTm. Pm}ct Ma r. &w*HowXd pm Tmn •1: ( 196) Ptt-LLI+TM2 FTC FbM & Assoc. MasSc 96 ( 192) ( 187) PH-LLi-FfC2&02 FT FIxr Tib &Assoc. Mm 99 0 (IN) PHiL1+TC2B01 FFC+bor Tie BAssac. MasBc v ( 189) PH Li."C2 FTC-Fbor Tits &Assoc. Mastic 8T 0 ( IN) PIHL1+fC3a-0I FTC~ T9e&Assx MasBc 98 ( 191) PHiL1-FTC39� FTC-FbBr Tib BAssac. Wa w ( 192) PH- 1+7C32-01 FfCibor Tis &Assoc. Ws 89 ( 198) PH I-FC32-02 FTC-Fbor Tib&Assx. Wa 89 ( 190) PH-LL1+TC8$01 FWC n"T&s & Asx. Ma59c 98 ( 195) PH- It C3 "FF Tib & Assoc Mastic 99 0 ( 196) PH 1FTC3401 FTC+bor Tge&Asx.&bsbc 91 O ( 192) P MLI-FrC3402 F Fb Tie&Assoc. Mw 91 ( 199) PH I+lC l FTCFb9rTm&Assx.Ms&c 92 ( 199) PHl&L1+TC9602 FTGFbw TIM&Assoc. Mesec 92 0 ( 299) P"L1+TC3601 FTC+bar Tie 8 Assoc. Maarc 93 ( 291) PH 1ffC3602 FTC-Fbor T9e 8 Assx. Mas9c 93 0 (e'gnaturelw) MUMQUI DW: (1laewmel el9eaasMFo1 REcE BY: (OadRtms) Page 15 of 23 �Lab Projea V Chain of Custody COC ID:1 PH -1 Please Email ReAdIx Te: Pmlas[M mor: WrandyHmYare Tach M: ( 204) PH4lLIFTC38-01 FTCFIw Tile &Assoc Mastic 95 ( 205) ( 202) PHMLIFTC87-01 FTCFIow Tile& Assoc Wa M L ( 203) PH-MLIFT037-02 FTCFleor Tile & Assoc. Mastic M FTCFIaar Tile & Assoc. Mastic ( 204) PH4lLIFTC38-01 FTCFIw Tile &Assoc Mastic 95 ( 205) PH411-1FTC384l2 FTC-Ficw Tile &Assoc. Mastic 95 0 ( 206) PH4M2,FlCA l FTC-Fb Ttle & Asan MasOc 96 ( 207 ) Pf4ML2F 1G 2 FTCFIaar Tile & Assoc. Mastic 96 0 ( 208) PH-MUFTC41-01 FTCFb TWO &A .Mastic W ( 209) P"UL C11-02 FTC-Fb Tile &Assoc. Mastic 97 0 ( 210) PH4&L4FTC42-01 FTCFIow Tile & Asaoc. Mastic % -- (211)PFIWL4 042-02 M-176wr Tile&Assoc. Mastic 98 0 ( 212) PH-ML4FTC43-01 17C -Flow Tile &Assoc. Mastic 99 � ( 213) PH-ML417C -02 FTCFleor Tile& Assoc. Mastic 99 0 ( 214 ) PH-MIq{TC6q-01 FTCFbor Tat & Assoe. Mastic 100 ( 215) P 114F C44-02 FTCFIaar Tile & Assoc. Mastic 100 0 ( 216) PH-1.1-3-FTC45-01 FTCFIoor Tae & Ateoe. Mastic 101 ( 217 ) PKLLb17C45-02 FT Fleor Tile & Assoc. Mastic 101 0 (sigmftmllc) liELIMUMHED 9Y: laalNtinr.) Sl7mIlra/eo) RECEIVED8Y: ImbN&maj Page 16 of 23 "b Project ft Chain of Custody Coe 10:1 PH -11 Weave Email Re TC Project M� aw&, ItOv1aM Te M: ( 218) PH-LL?FICa801 1- lGfbm Tile BlM.soc. Mastic 102 --� ( 219) PH11bFIC98-02 FTGFbm Tib BTseoc. MesOc tot 0 ( 220) PH-LL2+TC4T-01 PfFPbor Tib&Asses Mese[ 103 (221)PH-LL2-PT 7B PT4Fl TxeaAssoc.MasOc t03 ( 222) PH -LIB -FIC l PTGFborTie SPawc. Mastic 1W I ( 223) PII-LLBFlCsa02 FfGFbor Tib BAsevc. Mestic 106 ( 224) PHiL6-PTCI401 FTCFlc9r Taea Aeaoc Mastic �0�l 108 LI ( 226) PH{Lfi-FTG9O2 FfC-Fbor TMe 8 A1ax. Mastic 108 0 ( 228) PILLl.B-P1CJ.A-01 FTGPbWT6e80.1s0e. Mases 106 � —� ( 221) tataurrceeoz FTc-Plea. nb a A,rx. M.eec 196 0 ( 228) PH-LL7-PTC61-01 FTC-Flpv Tisa Aecoc l.4aec 101 ( 229) PH-LL7-PTC61-02 FlCfbd Tee BAsacc. Masik 102 0 (M) R4LL6PfC4-01 tTCibtt Tie B M,soc. M 10a r � ( 231 ) MiLL&Ff W6 FTCfbor Tib a A . Mastic 10a 0 ( 232) PHILB-PIC6301 FTC-Fbw TfeaAaoc. Mastic 109 r ( 233) W1-LLe+TC6102 Prc-Pbe. ra. aAaa«.M®x tog _J Page 17 of 23 b Project 1k Chain of Custody COC 10 PH -1I Place Email Reales To: Pf*d llanager: Howard MM Teee M: ( 236) PH-SI{IPMI LIPA" Ce" Panel 112 ( 234) P"1t 113014)1 LW -Lay -in Ceiling Psnel 110 112 O ( 235) PHS1-UP01-02 LIP-LayJn Calling Panel HO ( 236 ) PHSl{IP02-01 LIP-LayJ Ceiling Panel 111 r ( 23]) PHSl{IPI)2412 LIP-Lay4n Ceill g Panel 111 0 ( 236) PH-SI{IPMI LIPA" Ce" Panel 112 ( 24]) ( 239 ) PH-Si-LIP(M)2 LIP -Latin Ceiling Panel 112 O ( 240) PH1L9 IP06 01 LIP-LayJn CelVq Panel 113 ��-- ( 241) PH-LL9-LIPD402 LIP-Lay4n Ceiling Panel 113 0 ( 242) PH L9-UPO"l LIP a" Calling Panel 114 ( 243) P+UII-IJP05-02 LIP-Lay4n Ceiling Panel 114 O ( 244 ) PHJ19-LIP08-01 LIP4 ayi Carling Panel 115 ( 24]) ( 245 ) PH419-LIPO6-02 LIP -Lavin Calling Panel 115 ( 246) PKUIPO A11 LiP4-ln Jm Casing Panel 116 ( 24]) PH-LL9-LIP7412 LIP-Lay4n Ceiling Panel 116 ( 248) PHWUL IP06O1 LIP-Lay4n Caging Panel 117 ( 249 ) PH-ML]JJPOB02 LIP-Lil Ceiling Panel 117 0 slgnatuWco) RELIRWISHED BY: (GaErJtime) aignaHneleo) RECEIVED eY: (daWtine) Page 18 of 33 1 2501 PHmLwaal Lab PAolaPtR __-moi, - 121 —__ Chain of Custody CM 10:1 PIH41 Pmµvxumean i9m6uo1 m11 116 ywga,M PHILMIPI"l Im To: 119 - 1255) PNLLHIPI"2 LWLaryn QAN Pavel 119 Tn 9aYla P+aav AR LaLcrot, PxmuPlwl Lwiaym Cosy Parol 120 1a1�yfDa01D maPnb.e: P6 w/19 LlPsnyn CaPng Perel 120 _ P.O1.rLoaKnwnn: PaalHOlarc xaym swan �Ine 1261) PHMLHIP1ad3 w GnaX xa.nrc Too 1E3 �. a.aa9arealev fo,o mmnn: 1 2501 PHmLwaal wiytl Lraq Peml118 121 —__ _ •._.. ( 251) P LWLryn Caang Pa 116 ( x52) PHILMIPI"l LIP yM Ylfy Pam' 119 - 1255) PNLLHIPI"2 LWLaryn QAN Pavel 119 LIP LayJn felYn9 Panel ( E5L1 PxmuPlwl Lwiaym Cosy Parol 120 L 7 ( 2551 PHYLHIPII-0E LlPsnyn CaPng Perel 120 _ (#6)PH AW 21 w12D1 LVLybI Wy Pets 121 —__ I 262) PNJILE{IP@M LlPinyFCeAg Pvrel 121 (2&I PHLS LIPI"l 2%) Po LWIwl LwAa�n CeAeg%rel Iz2 J 1 E59) PHM1211P13@ LIP LayJn felYn9 Panel 13E 1 E60) PHlAHI1`16 1 123 _ 1261) PHMLHIP1ad3 LIP bots CNYy Penh 1E3 �. LIP.lym4 gPaM PxuLUlvlwt __ 1za ( E63) t zfiz 1 PxuLUlvlwt 1za ( E63) P"M F`130E IIP1ryIn GAag Panel IN (2&I PHLS LIPI"l WYYrn Lobo Parts 1# I M3) PNL3LP16Dz 11P1ry�n C<bYg Paml 1E5 0 ��1 xELX1nN6XFD BY: (oesMII1a1 renaelml AELEt`/m BY: IWWtlmel Page 19 of 23 Lab Projeet 9: Chain of Custody COC ID:l PH4 Iamb E�l MI Pakw Ipllemn, m W127 Reffi En,a11 Rbeb To: Prq)W Wn"w lNmdy HowaO F wTwIm- (286) PH1l6LW,T-01 LP4a CeftVPanel IN ( 287) PH -LLB UP17-02 UI yln C WW Pmel 128 0 ( 288) PH-ML}M/ Ot-01 1MAdM1ecNeB.,ecSc, M"cc. 1S/ ( zes> PH+a3awB1-0z Ma-Btlneei,ertAaeSc, rsw ,n 0 ( 2T0) RiMl3JM020, MA-MMM1acrveMaeBc, racc ,28 ( 271) PH#,I3MA 2 MRa. 128 O ( 22) PHAal9-0T01-01 OTOT 128 O ( 2T3) PH-ML30TOt-02 OT-0THER 120 0 ( na) PHA.A8gTO2-0l Mr R Im ( 275) P�TO2-02 OT-0THER ,30 ( 278) PHJA T0. l OT -0T 131 ( 2P) ( 278) PH#,L30TO302 P� 07`-0THER OT-0THER 131 0 131 aiBreee ) RELIRQ111811ED BY: lacune) alaBeOeelce) RECEIVED BY: IaWIB,ne) Page 20 of 23 b Project t. Chain of Custody COC IDA PH -11 LarrOmark ErrmronmeMal 1863 51uRa Parkway uuema, m 80127 PleaEmail Re+.Ab Tv. Pmjec Mana9arHIOyMrtl Flaicl Ta H: jrady ( 270) PH{lOOT l OT -OTHER 132 ( 280) PHHL&OTW-02 OT -OTHER 132 O ( 281) PH-LL9QI04U3 OT-0TFER 132 ( 282) PH OT0449 OT -OTHER 192 O ( 263) PHiLBOlaa05 OT -OTHER 132 ( 298) PHi1-7 P 0"2 ( 289) PHML9-OTOI-06 OT -OTHER 132 ( 265) PHfRIffOT oroTHER 132 0 ( 288) P"L8-0T l OT -OTHER 133 O ( 287) PHJLLBO'T6S0T OT-OfHER 133 ( 288) 1 l 117-0T05-03 OT -OTHER 133 0 ( 289) PH#1L6-0TO5O9 OT -O 133 ( 290) PH#l5-0TO 5 OT -OTHER 133 0 ( 291 ) PH-LL3pT l OT -OTHER 134 0 ( 292) PHdL;.Oi08-02 OT -OTHER 139 0 ( 293) PHIL&OTO 4)1 OT -OTHER 135 ( 299) PHi1&OTO7-02 OT -OTHER 135 O ( 295) PH 1-7 O1-01 PL-0IiM 138 ( 298) PHi1-7 P 0"2 PLf ter 136 (f1QlrMaaV1:0) RELIROIASIIED Rr: lGbNnM) agnabrmleol RECEry®er: IdaMbaN Page 21 Of 23 4b Project F. Chain of Custody Coc 10:1 PH -1I (andrnam Em'nanmenfel 788151a1fer Parkway IRgebn. 0080127 Pbaae Ercall RHulb To: Project Manager. lH10114011ni M TerA SRI: ( 297) PHIaLI-SOA01-01 SOA -Spray -on AmusOca Weh mg 137 ( 298) P"LISOA01-02 SOMSp nAwea UTwtlwing 137 0 ( 299) PH4 I-ISOA01-03 SOA-Sprayg Amm;licagfealuring 137 1a O ( 307) ( 300) PH# I1 A01-04 SOASpray nn Aw mrJca fatlumg 137 0 ( 301 ) P34MLISOA01-05 SOA-SW"AowmtivtVfeatumg 137 O ( 302) P"I-SVFot-01 SVF-SMef Vinyl Flowing 138 0 ( 303) PH-S1SVF01-02 SVFSIx:N Vinyl Fbwig 138 139 0 0 ( 304) PHSISVF02-01 SVFSIroat VinylFbwing 139 —, ( 305) 121141I4IVF02-02 SVFSMa1 Vinyl Fborirg 139 0 ( 300) PWLLaTSg1-01 TS-TedOmO Swfadng 1a O ( 307) P I.L9-TS01-02 TS -Te iul S vWing 140 0 ( 308) PH xTS02-01 TSTmmffw Ewbcwq 141 O ( 309) PH -U &M)2-02 TSTeMueE Surfad g 141 0 ( 310) PH-11!rTS03-01 TS -Te nxi sura v 142 ( 311) PH-LL6-TS03-02 TS-Tatlwetl Surfacing 142 0 ( 312) PH-LL6TS034LT TS -Te nxl Surfacing 142 0 signaWrNco) R By: (4a1MMna) ) RECEP/ W: klalliki8nre) Page 22 of 23 b Projed it Chain of Custody COC (o:) PH41 Laralmark ErnironmenUl 7881 gkgU PakW W LY110m, 0088127 Pla Email Rmft Tn. Prof ce rlaear: &aMTHarxarG Tece H: ( 313 ) PH-LLI-TSO4-01 TS-TezaaeC Surb n 143 L— ( 314) PH{Ll- 5N4 2 TS-TeAum Surfadng 143 ( 315) PH-LLI-7504-03 -MTeM Surfaci g 143 ( 316) PH-LLI-T504-04 TS -Tea SuHadng 143 0 ( 317) PH t-7564-05 TS-Twdl d Swfackg 143 ( 32B) PH-LLB-TSfiB4I2 T Taq Surwkv 147 ( 316) MH L3-TS05-01 TSTe ure Surtadng 144 T Ta and Surt g 0 ( 319 ) PH-LL3-T50.5-02 TS -T® m Surfadng 1M 0 PH-LL2-TS06-02 ( 320) PH -LL TS5-03 TS -TB uM Sudadng 144 0 ( 321 ) PH-LU-TS06-01 TS-TeAurtd Sudacing 145 0 ( 322 ) PH-LL2-TS06-02 TS -Te d Surfadrg 145 ( 323 ) PH-LL2-TS0603 TS-Te#ure4 Sudadng 145 ( 324) PH-LL6-TS07-01 T TeMureA Smia®g 146 ( 325) PH-LOJS07-02 TS -Te uU Sudadng 146 �— ( 326) PH-LL6-TS07H13 TS-TexlumC Sudadrg 146 0 ( 327) PHiL TS l TS -Ta ure Sudadng 147 0 ( 32B) PH-LLB-TSfiB4I2 T Taq Surwkv 147 I -' ( 329) PH-LL&7566-63 T Ta and Surt g 147 (919nrturNco) RELRgULSiI W: (eaeaBkr l sigmfraNco) RECE BY: (dsO %rne) Page 23 of 23 Lab PrcOct /: Chain of Custody COC IDI PH-1� L Mma* �mental utgaaD, m amn P18i5B Fmell Refuge TO: mje klaR . lerwody lbwatd Tech Mt 1^sgemuWco) RELIRDUMHED BY: (debwme) signabuelco) RECEIVED BY: ICao-Jtlmel 4.- S - C - I®EgiN - C - E LABORATORY, INC. 12421 W. 49TH AVENUE, UNIT 46 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS - POINT COUNT METHOD PAGE 1 OF 5 CLIENT: ANALYSIS DATE: 8-16-19 LANDMARK ENVIRONMENTAL REPORTING DATE: 8-16-19 7881 SHAFFER PARKWAY REQUEST DATE: 8-15-19 LITTLETON, CO 80127 CLIENT JOB NO.: 19086.001.001 PROJECT TITLE: PARAMOUNT HEIGHTS DCMSL PROJECT: LE110 CROSS REFERENCE: LE108 PERCENTAGE COMPOSITION BY AREA/VOLUME DCM LAB NO.: -IR -2R -3R 4R SAMPLE DATE: % OF TOTAL SAMPLE: 5.0% 3.0% 5.0% 10.0% CLIENT NO.: PH -S1- PH-ML3- PH-LL9- PH-LL9- CDWO1-01 CDWO1-02 CDW03-02 CDW03-03 PART B PART A PART B PART B ASBESTIFORM MINERAL FIBERS: CHRYSOTILE 0.25% 0.75% 0.50% 0.75% AMOSITE ND ND ND ND CROCIDOLITE ND ND ND ND TREMOLITE -ACTINOLITE ND ND ND ND ANTHOPHYLLITE ND ND ND ND TOTAL ASBESTOS COUNTED 0.25% 0.75% 0.50% 0.75% TOTAL ASBESTOS IN LAYER 0.25% 0.75% 0.50% 0.75% TOTAL ASBESTOS IN SAMPLE 0.01% 0.02% 0.03% 0.08% NOTES: SAMPLES NO. IR, 2R, 3R AND 4R ARE WHITE DRYWALL MUD. ND - NONE DETECTED DEFINITIONS TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN SAMPLE = THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS) TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN OTHER LAYERS). 4.- S - C - I®EgiN - C - E LABORATORY, INC. 12421 W. 49TH AVENUE, UNIT 46 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS - POINT COUNT METHOD PAGE 2 OF 5 CLIENT: ANALYSIS DATE: 8-16-19 LANDMARK ENVIRONMENTAL REPORTING DATE: 8-16-19 7881 SHAFFER PARKWAY REQUEST DATE: 8-15-19 LITTLETON, CO 80127 CLIENT JOB NO.: 19086.001.001 PROJECT TITLE: PARAMOUNT HEIGHTS DCMSL PROJECT: LE110 CROSS REFERENCE: LE108 PERCENTAGE COMPOSITION BY AREA/VOLUME DCM LAB NO.: -5R -6R -7R -8R SAMPLE DATE: % OF TOTAL SAMPLE: 7.0% 15.0% 10.0% 7.0% CLIENT NO.: PH-ML9- PH-ML8- PH-ML7- PH-ML7- CDW04-01 CDW05-01 CDW06-02 CDW06-03 PART B PART B PART B PART B ASBESTIFORM MINERAL FIBERS: CHRYSOTILE 0.75% 0.25% 0.50% 1.00% AMOSITE ND ND ND ND CROCIDOLITE ND ND ND ND TREMOLITE -ACTINOLITE ND ND ND ND ANTHOPHYLLITE ND ND ND ND TOTAL ASBESTOS COUNTED 0.75% 0.25% 0.50% 1.00% TOTAL ASBESTOS IN LAYER 0.75% 0.25% 0.50% 1.00% TOTAL ASBESTOS IN SAMPLE 0.05% 0.04% 0.05% 0.07% NOTES: SAMPLE NO. 5R IS WHITE DRYWALL MUD. SAMPLES NO. 6R, 7R AND 8R ARE TAN DRYWALL MUD. ND - NONE DETECTED TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN SAMPLE = THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS) TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN OTHER LAYERS). 4.- S - C - I®EgiN - C - E LABORATORY, INC. 12421 W. 49TH AVENUE, UNIT 46 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS - POINT COUNT METHOD PAGE 3 OF 5 CLIENT: ANALYSIS DATE: 8-16-19 LANDMARK ENVIRONMENTAL REPORTING DATE: 8-16-19 7881 SHAFFER PARKWAY REQUEST DATE: 8-15-19 LITTLETON, CO 80127 CLIENT JOB NO.: 19086.001.001 PROJECT TITLE: PARAMOUNT HEIGHTS DCMSL PROJECT: LE110 CROSS REFERENCE: LE108 PERCENTAGE COMPOSITION BY AREA/VOLUME DCM LAB NO.: -9R -10R -11R -12R SAMPLE DATE: % OF TOTAL SAMPLE: 27.0% 3.0% 6.0% 1.0% CLIENT NO.: PH-LL5- PH-LLI- PH-LL3- PH-LL6- CDW07-01 CDW10-04 CDW14-01 CDW16-01 PART C PART A PART B PART A ASBESTIFORM MINERAL FIBERS: CHRYSOTILE 0.25% <0.25% 1.00% 1.50% AMOSITE ND ND ND ND CROCIDOLITE ND ND ND ND TREMOLITE -ACTINOLITE ND ND ND ND ANTHOPHYLLITE ND ND ND ND TOTAL ASBESTOS COUNTED 0.25% <0.25% 1.00% 1.50% TOTAL ASBESTOS IN LAYER 0.25% <0.25% 1.00% 1.50% TOTAL ASBESTOS IN SAMPLE 0.07% <0.25% 0.06% 0.02% NOTES: SAMPLE NO. 9R IS WHITE DRYWALL MUD. SAMPLES NO. 10R, I IR AND 12R ARE TAN DRYWALL MUD. ND - NONE DETECTED TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN SAMPLE = THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS) TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN OTHER LAYERS). 4.- S - C - I®EgiN - C - E LABORATORY, INC. 12421 W. 49TH AVENUE, UNIT 46 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS - POINT COUNT METHOD PAGE 4 OF 5 CLIENT: ANALYSIS DATE: 8-16-19 LANDMARK ENVIRONMENTAL REPORTING DATE: 8-16-19 7881 SHAFFER PARKWAY REQUEST DATE: 8-15-19 LITTLETON, CO 80127 CLIENT JOB NO.: 19086.001.001 PROJECT TITLE: PARAMOUNT HEIGHTS DCMSL PROJECT: LE110 CROSS REFERENCE: LE108 PERCENTAGE COMPOSITION BY AREA/VOLUME DCM LAB NO.: -13R -14R -15R SAMPLE DATE: % OF TOTAL SAMPLE: 55.0% 11.0% 12.0% CLIENT NO.: PH-LL7- PH-LL3- PH-LL3- CDW17-2 OT06-01 OT06-02 PART C PART B PART B ASBESTIFORM MINERAL FIBERS: CHRYSOTILE 0.50% 1.00% 1.00% AMOSITE ND ND ND CROCIDOLITE ND ND ND TREMOLITE -ACTINOLITE ND ND ND ANTHOPHYLLITE ND ND ND TOTAL ASBESTOS COUNTED 0.50% 1.00% 1.00% TOTAL ASBESTOS IN LAYER 0.50% 1.00% 1.00% TOTAL ASBESTOS IN SAMPLE 0.28% 0.11% 0.12% NOTES: SAMPLE NO. 13R IS GREY DRYWALL MUD. SAMPLES NO. 14R AND 15R ARE TAN TEXTURE. ND - NONE DETECTED TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN SAMPLE = THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS) TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN OTHER LAYERS). D C M 5•CLE• �•C•aE 12421 W.49th Avenue, Unif K6 Wheal Ridge, CO 80033 OW Pw)¢t all bene Quantitative Bulk Sample Analysis (Point Count) page Sm 5 QUANTITATIVE BULK SAMPLE ANALYSIS PROCEDURES: WM SClence Laboratory, Inc. analyzes bulk samples In wr o Bence with the National Emission Standard for Hazardous Air Pollutants (NESHAP) for asbestos (Federal Register, Vol. 55, No. 224, pp. 4840648433, 111201. The mail pschadures allowed are described in "Interim Method for the Determination of Asbestos In Bulk Insulation Samples', (USEPA 60183-620, 1982), with minor modifications recommended by the Atmospheric Research and Eepresure Assessment Laboratory, USEPA, Research Tnangk Park, N.G. Samples analyzed by the paint count method are milled to homogenize the sample, prepared on microscope slides and point counted using polarized light microscopy (PLM) In conjunction win a paint counting stage and counter. One hundred counts are performed on four separate preparations of each sample for a total of 400 points.. If asbestos is identified but not counted during the point counting procedure, total asbestos is reported as zero and presence'e poled on the report. Other preparation procedures including coming and acid washing may be performed with client permil to improve iccur4q in determining asbestos concentration. All samples are arcbmed for six months unless other arrangements are made by the client. ACCREDITATION: DCMSL Is awerial by NVEAP (since April 1, 1989). DCMSL complies with NVLAP requirements unless otherwise noted ENDORSEMENT: The results of the analysis must not be used by the client to claim endorsement by NVIAP orarry agency of tro U.S. Government. Thin test report balance Only A the Items tested. The report may not be reproduced except In Pull, without the w nappmalofthelabolatory. The analysiswas performed by: John 6iMeiman, Armin Ron sow. Ambet A jl Jew, Berm,, Swint Aw Swat Arabia Ron Schott $'tV-lQ Labwaory plree0r one MUCO, �® Ni Draw 1012590 Attachment F ROOM LABELING FIGURE WHEAT RIDGE GOLD. LLC AS -BUILT DRAWINGS PREPARED 2-10-15 RICK FOERSTER-ARCHITECT (303)862-6852 10021 - 10151 W. 26th AVENUE WHEAT RIDGE, CO BUILDING B OFFICE / RETAIL MAIN LEVEL: 4,338 S.F. BUILDING A BUILDING C RESTAURANT OFFICE / RETAIL MAIN LEVEL: 4,692 S.F. MAIN LEVEL: 8,903 S.F. ML1 ML2 ML3 ML4 ML5 ML6 ML7 ML8 L COSMOS 1OBILLROV NAILS DELI KARATE i ARBE ALPHA PET SUPPLY OFFICE 1,061 1,042 STUDIO 1,075 CABINETRY DAVIES' CHUCK 2,602 S.F.1,532 S.F. S.F. S.F. 2,124 S.F. S.F. 3,601 S.F. WAGON RESTAURANT 4,692 S.F. 1011 f 10900 10091 iy0031 10071 10051 1 1 0 1 AREA PATIO 17 204 S.F. 1,0223.F. W. 26TH AVENUE MAIN LEVEL FLOOR PLAN 30,034 S.F. Main Level Room Key ML9 BUILDING D GROCERY/ RETAIL MAIN LEVEL: '12,101'S.F. (5 NORTH 0 10 40 60 FEET GRAPHIC SCALE 2-10-15 BUILDING A BAR/RESTAURANT LOWER LEVEL: 4,676 S.F. COVERED ENTRY 125 RIFFS ROCK & ROLL BAR 4,676 S.F. LL1 10151 WHEAT RIDGE GOLD. LLC BUILDING B OFFICE / RETAIL LOWER LEVEL: 4,306 S.F. /ALK -IN C/F 467 S.F. ROCKY MTN. DIST. 995 S.F. COSMO'S STORAGE 1,131 S.F. 10111 1 1 3 AS -BUILT DRAWINGS PREPARED 2-10-15 RICK FOERSTER-ARCHITECT (303)882-6852 10021 - 10151 W. 26th AVENUE WHEAT RIDGE, CO BUILDING C COMMON OFFICE / RETAIL / STORAGE AREA LOWER LEVEL: 8,411 S.F. 311 S.F. FOOTHILLS I DAKOTA J. NEUMAN BEES 1,056 S.F. 1,311 S.F. I LL5 LL6------- BEERMAN/ Imo STORAGE/ `----------- -- VERIZON TENANT 3,500 S.F. n2 -VAC. LL7 813 S.F. 19990 LL4 LOWER LEVEL FLOOR PLAN 28,756 S.F. COLORADO CUSTOM SERVICES 3,600 S.F. 1�0 LL8 COMMON AREA 367 S.F. Lower Level Room Key OUT BLDG. 105 S.F. BUILDING D BOWLING CENTER LOWER LEVEL: 10,976 S.F. 2325 S. NIPLING ST. W. 26TH AVENUE PATIO 798 S.F. W W ry rF— r^ vJ C� Z J a Y �\J V G 10 60 FEEEE T GRAPHIC SCALE 2-10-15 NORTH Attachment G CREDENTIALS or `O�o E¢' 4 Colorado Department of public Health and Environment ASBESTOS CONSULTING FIRM This certifies that Landmark Environmental, Inc. Registration No.: ACF -15254 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality Control - Commission Regulation No. 8, Part B, and is hereby authorized to perform. asbestos consulting activities as required under Regulation No 8, Part B, in the state of Colorado. Issued: January 10, 2019 - l Expires: January 30, 20200 . --- p - - Authpr¢ea ARCD Representative CHC Training Nationwide Training& Certification Experts y / 1775 West 55th Avenue \ www.chctraining.com Denver, CO 80221, TRAINING 303.412.6360 United StatesofAmerica 855.60.CERTI FY Colorado State Approval No. 22651 CERTIFICATE OF ACHIEVEMENT This certificate is awarded to: BRIAN DETERS 23283 In recognition of satisfactory completion of the EPA -approved annual asbestos refresher training course under section 206 of the Toxic Substance Control Act (TSCA), Title II entitled: BUILDING INSPECTOR COURSE DATE: MARCH 22, 2019 EXPIRATION DATE MARCH 22, 2020 COURSE HOURS: 4.0 ❑•r y ❑ -gr L .6✓Y. W6H [T. 3007 .-0hC9/�09L.7LOO L1AWa T� d ❑fl� y CEO &Training Program Manager Instructor ro Credentia l License ID: � i CHC Training Certificate No. � ❑� 12723925 `" R19 -0373 -AI -CO ar ifv this Credential Visit our Website CHC Training CHC.., Nationwide Training& Certification Experts i 1775 West 55th Avenue \ www.chctraining.com Denver, CO 80221, TRAININ Car 303.412.6360 United States of America 855.60.CERTI FY Colorado State Approval No. 22651 CERTIFICATE OF ACHIEVEMENT This certificate is awarded to: JACQUELINE NILES 21466 In recognition of satisfactory completion of the EPA -approved annual asbestos refresher training course under section 206 of the Toxic Substance Control Act (TSCA), Title II entitled: BUILDING INSPECTOR COURSE DATE: EXPIRATION DATE COURSE HOURS: srr9vr 5".wrra/% CEO & Training Program Manager Credential License ID: 13456742 JULY 26, 2019 JULY 26, 2020 4.0 Instructor CHC Training Certificate No. R19 -1168 -AI -CO Visit our website i CITY OF WHEAT RIDGE _1�9r1Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO / E Inspection Type: Ylf� � F � % � C/ FEC_ - Job Address: /0()l'% t V Permit Number: 9.0/e6008 99 ❑ No one available for inspection: Time1 /[ �v AM/PM Re -Inspection required: Yes oNo When corrections have been made, call for re -inspection at 303 -234 - Date: -(917116 03-234-Date:093 % / Inspector: DO NOT REMOVE THIS NOTICE ,. City of Wheat Ridge Commercial Telecom PERMIT - 201800898 PERMIT NO: 201800898 ISSUED: 05/08/2018 JOB ADDRESS: 10019 W 26th AVE EXPIRES: 05/08/2019 JOB DESCRIPTION: Remove 3 existing RRH units and install 3 new RRH units *** CONTACTS *** OWNER (303)550-6314 PARAMOUNT HEIGHTS SHOPPING CEN GC (719)632-8822 Jim Miller 150134 EasTex Tower, LLC *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 547.10 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by m�si gnaturedo hereby attestthat thework to be performed shapplicaleilding codesand aapplicabe municipalcodes,policbyhelgal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signaturwdr'®OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or grant° japce, rmit s not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or or r ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of 0Wheat Rdge_ MUNiT'y DEVELOI'MENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: V % //F Plan/Permit # Zo/ e V 6 s / Plan Review Fee: � / 3 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** I � 14,4 1. Property Address: Propertv Owner Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City State, Zip: cy--Ts Phone: SS 0 (v/ Architect/Engineer E-mail: � chn-P, �1u�I�• -r--4p, Phone: �03 Contractor: _A r�J City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 3 0)-c. Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL F-1 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. e. Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ iG.o(6 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this a lication. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the applicati n. CIRCLE ONE: (OWNER) (CONTR�A`CTOR)�r UTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) Signature (first and last name): �I/Fn / �R.�(.� DATE: �J Printed Name: ZONING COMMMENTS: Q -:f k Reviewer. i -A z-, �-b BUILDING :DEPAATMENT COMM NTS: 4 Reviewer: Iz�lt� DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer OCCUPANCY CLASSIFICATION: V� CONSTRUCTION TYPE:. Building Division Valuation: { { ' __ll Aft, l 1 ti £ e a d i> Sn, R C" 1: :i r�a rt �> X l a#:x zs< 3, �a .Y 4' q;b tiF Sn R y; S _ 4Y 'tom; z s K ro7d IN, Ci ^ 'l• 'iy Is �>x lfn� i 4yR , �tcs .. ....,:-... :,, _, ...«., ,.., , . „•,,,,, .;><:. .tea .:..:a:,. ::,. ., � ,.:: , .,,.,., „ .;. > wa.*".;,� .,,. .>' „a%• ?;kaa. .,,, xa .. ,.a ;.;, {.::... _ » . „q,�, .,.... r:..;.:.. ,.i`3. `in4,«;z. `°i'+r:'- a. e4 'K w l fi i v 4 9 C'. v. » „ , e e > \ i 4 n„ a r E, r x.. G=: 3ti r u h" s 1 4. r k`` I F. �U + d .-.., f: Vis. ,•xq ..-:^^ ..,.. „t, .e .. s ` -;.. "s z i �3 l tik :i 5 t: u t" e c i ' M iDmlxW - �a s ?I� I u sy m ; T, y. t` i a>¢ r t~ 20 „ i , t y , 4 ^ p F pXXI' :I 3 rr, m�- f. T ae. k °k \i e L 3a. �R i y d i V 4 e` I > t' ^ r` v 3 i Y e+ ems: r, .,._. .. .,.. :. ...: .... .... t ... re7'! 1 l i a4 J: K c A > a. »R. � S w YY� a i C 1r N 1 t 'ak f, s `11 �i t , a i e x F �mr= s s' f t a m, fi> ^a,Y 8 .` a\ r af. Tr: b T Fc Lu �a 4 e .x>. .?._....,, ... .ate .. :.. ...:, i, s- z J ti 'et 4 C + a �.s f •.�T3.. fwi. Jf: ws' Y .9 'r a r t' RADIATION FROM THIS FACILITY WILL NOT I INTERFERE WITH OPERATION OF OTHER COMMUNICATION DEVICES. I= 4 3 A:. H v r m ..n• � Vit: x t,: ;S l" 3 k`. y„ 1" P- f J > k i e. , r- yra t ext 5a 2Lc, �sv I f v „ sr; i IiS lra FAMILIARIZEPRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HI MSELF/HERSELF WITH THE SCOPE OF WORK AND CONTRACTOR ALL CONDITIONS AFFECTING THE NEW PROJECT. DIMENSIONS OF THE " SITE AND CONFIRM THATA DOCUMENTSINDICATED ON THESE CONSTRUCTION ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT ANY ALL FIELD MODIFICATIONS DURING, BEFORE, CONSTRUCTION ., HA; APPROVED IN WRITING Vii" MAJORINSTALL ALL EQUIPMENT AND MATERIALS PER THE MANUFACTURER'S RECOMMENDATIONS, U.N.O. il NOTIFY VERIZON, IN WRITING, OF ANY R CONTRACTREGARDING THE CONDITIONS, AND DESIGN INTENT. THE CONTRACTOR OBTAINING CLARIFICATIONS FROM A VERIZON REPRESENTATIVE AND ADJUSTING THE BID; ACCORDINGLY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES UNDER CONTRACTOR BUILTFINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE CONSTRUCTION TO THE SATISFACTION OF A VERIZON REPRESENTATIVE. THE CONTRACTOR IS RESPONSIBLE FOR RED—LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS I OF THE SITE, FOLLOWING THE FINAL INSPECTION BY VERIZON, THE CONTRACTOR SHALL PROVIDE VERIZON WITH ONE �_RED—LINED DRAWINGS. FINALVERIFY ALL SPECS PERFORMANCE INSTALLATION ALL EQUIPMENT LAYOUT, AND THEIR FINAL LOCATION ARE TO BE APPROVED BY VERIZON. CONTRACTORTHE HIS/HER WORK WITH THE WORK AND CLEARANCES OTHERS RELATED THIS PROJECT CONSISTS OF THE FOLLOWING.', REMOVAL - THREE (3) EXISTING RRH UNITSj INSTALLATION - THREE 1f NEW RRH UNITS i f DRIV G,,.-- '':DIRECD 0 N 'S LE SHEIZT Ar r CL SID `, SPECIFICATION PHOTO SHEET �� 105006'39.379'W t�m ' I . y ITE PLAN I T E iELEVATIONS ell t:r 5 , t TERAPPING k25 L I'lEADIG NORTH FOR 9.2 MILES TO EXIT 209B, TAKE EXIT 1I— iNITE . INFORMATION yi.. lc { { ' __ll Aft, l 1 ti £ e a d i> Sn, R C" 1: :i r�a rt �> X l a#:x zs< 3, �a .Y 4' q;b tiF Sn R y; S _ 4Y 'tom; z s K ro7d IN, Ci ^ 'l• 'iy Is �>x lfn� i 4yR , �tcs .. ....,:-... :,, _, ...«., ,.., , . „•,,,,, .;><:. .tea .:..:a:,. ::,. ., � ,.:: , .,,.,., „ .;. > wa.*".;,� .,,. .>' „a%• ?;kaa. .,,, xa .. ,.a ;.;, {.::... _ » . „q,�, .,.... r:..;.:.. ,.i`3. `in4,«;z. `°i'+r:'- a. e4 'K w l fi i v 4 9 C'. v. » „ , e e > \ i 4 n„ a r E, r x.. G=: 3ti r u h" s 1 4. r k`` I F. �U + d .-.., f: Vis. ,•xq ..-:^^ ..,.. „t, .e .. s ` -;.. "s z i �3 l tik :i 5 t: u t" e c i ' M iDmlxW - �a s ?I� I u sy m ; T, y. t` i a>¢ r t~ 20 „ i , t y , 4 ^ p F pXXI' :I 3 rr, m�- f. T ae. k °k \i e L 3a. �R i y d i V 4 e` I > t' ^ r` v 3 i Y e+ ems: r, .,._. .. .,.. :. ...: .... .... t ... re7'! 1 l i a4 J: K c A > a. »R. � S w YY� a i C 1r N 1 t 'ak f, s `11 �i t , a i e x F �mr= s s' f t a m, fi> ^a,Y 8 .` a\ r af. Tr: b T Fc Lu �a 4 e .x>. .?._....,, ... .ate .. :.. ...:, i, s- z J ti 'et 4 C + a �.s f •.�T3.. fwi. Jf: ws' Y .9 'r a r t' RADIATION FROM THIS FACILITY WILL NOT I INTERFERE WITH OPERATION OF OTHER COMMUNICATION DEVICES. I= 4 3 A:. H v r m ..n• � Vit: x t,: ;S l" 3 k`. y„ 1" P- f J > k i e. , r- yra t ext 5a 2Lc, �sv I f v „ sr; i IiS lra FAMILIARIZEPRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HI MSELF/HERSELF WITH THE SCOPE OF WORK AND CONTRACTOR ALL CONDITIONS AFFECTING THE NEW PROJECT. DIMENSIONS OF THE " SITE AND CONFIRM THATA DOCUMENTSINDICATED ON THESE CONSTRUCTION ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT ANY ALL FIELD MODIFICATIONS DURING, BEFORE, CONSTRUCTION ., HA; APPROVED IN WRITING Vii" MAJORINSTALL ALL EQUIPMENT AND MATERIALS PER THE MANUFACTURER'S RECOMMENDATIONS, U.N.O. il NOTIFY VERIZON, IN WRITING, OF ANY R CONTRACTREGARDING THE CONDITIONS, AND DESIGN INTENT. THE CONTRACTOR OBTAINING CLARIFICATIONS FROM A VERIZON REPRESENTATIVE AND ADJUSTING THE BID; ACCORDINGLY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES UNDER CONTRACTOR BUILTFINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE CONSTRUCTION TO THE SATISFACTION OF A VERIZON REPRESENTATIVE. THE CONTRACTOR IS RESPONSIBLE FOR RED—LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS I OF THE SITE, FOLLOWING THE FINAL INSPECTION BY VERIZON, THE CONTRACTOR SHALL PROVIDE VERIZON WITH ONE �_RED—LINED DRAWINGS. FINALVERIFY ALL SPECS PERFORMANCE INSTALLATION ALL EQUIPMENT LAYOUT, AND THEIR FINAL LOCATION ARE TO BE APPROVED BY VERIZON. CONTRACTORTHE HIS/HER WORK WITH THE WORK AND CLEARANCES OTHERS RELATED THIS PROJECT CONSISTS OF THE FOLLOWING.', REMOVAL - THREE (3) EXISTING RRH UNITSj INSTALLATION - THREE 1f NEW RRH UNITS i f DRIV G,,.-- '':DIRECD 0 N 'S Ar r CL IRR ITU 0 ' ' M: �� 105006'39.379'W t�m ' I . y I T E FROM VERIZON OFFICE LOCATED AT 3131 S. VAUGHN WAY, AURORA,ctf HEADINGTURN RIGHT IL 1-225, TAKE t:r 5 6 k25 L I'lEADIG NORTH FOR 9.2 MILES TO EXIT 209B, TAKE EXIT x yi.. lc MERGING ONTO W. 6TH AVE./US-6 HEADING WEST FOR 5.1 MILES, } TURN RIGHT ��,IyP' jI ST./SR-391HEADING L.Li 0 a k T` E LEFT ONTO a 26TH ,tJ MILES,CR -34 HEADING ".•:. SR S J fi I SITE, THE SUBJECT SITEIS LOCATED y 3, t: Fy W 251 THE NORTHI E THE STRIPLLA 3. 4F a cnl_ �.�'J I 2.. t. PARAMOUNT PART A:, PORTIONS CONVEYED IN BOOK 1697 AT PAGE 522; BOOK 20:06 ,, PAGE 384; O BOOK BOOK , ' „ PAGE JEFFERSON,COUNTY OF OF COLORADO. Reviewed Compliance E APPROVED 3131 }i ' UTH'v`AUGHN WAY, sui AURORA, COLORADO 800 i i A t I 1f£ , z i x... { Al Y +L Y 'f 1 qq II i i�l O 5a C ?tr sry3i, F S S �S y 1 LA? t:r 5 6 F �xs r L M k x yi.. lc } .a 1. yt$ � �f Y SR S J `L °µ f. y y Y Z i z y 3, t: Fy _ tey� M1 M . 53 "F` 3. 4F S y 3 I 2.. t. »3x YI Ye Y= v4 tY a< �N Y 1 L 4 K� S 3 £ k: M. 7 i aid } S I £ Y x fi i,. VIEW OF EXISTING ANTENNAS G 1 t a?A (INTERIOR) VIEW OF EXISTING COAX— �PORT (EXTERIOR) EQUIPMENT O FIXTURE NUMBER C>-*-- KEYED NOTE T.C. 1631.33 SPOT ELEVATION F.l.. 1631.0 TOP OF WALL C43ftITRC3L QF2 DATUM POINT 1639.00 PROPERTY LININ EXISTING EW CONTOUR CENTERLINE 0 ROROUND/DIAMETER. d PENNY APPROXIMATELY VIEW— OF L'XISTING"A' PIROD TOWER du TH)'lk (LOUKING SO DESIGNED FOR: 131 SOUTH VAUGHN WAY, SUITE 550 AURORA, L w� �a C" Nd f lz� Tn f y 1 4 kr' {3 ! 2� of r , t 1 S a � EXISTING WOOD FENCE Sr"% Lj A rl LL\L I I=YlTlKlr, Air- I IKIIT ammmmm Reviewed for Zoning Compliance by the t0t'y oflWheat Ridge Planning 01visian APPROVED & I RE y I, uk DATE4 COMMENTS. INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. INFORMATION DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR SURVEYINGOR OTHER RELATED PURPOSES. EXISTING UNDERGROUND: UTILITIES ARE BELIEVED TO BE PRESENT THROUGHOUT THE SITE. EXACT LOCATIONS ARE NOT NOR PROVEN BY THIS DOCUMENT. CONTRACTOR TO CONDUCT LINE LOCATESPRIOR TO CONSTRUCTION. 3131 SOUTH VAUGHN WAY, SUITE 55# AURORA, COLORADO 80018 PROJECT NAME - DEN WHEATRIDGE 3/20/2018 7:48 AM SHEET NUMBER: c Juil d D 'v, r q. ....... . . . . . . . . zY PROJECT NAME - DEN WHEATRIDGE 3/20/2018 7:48 AM SHEET NUMBER: c Juil d D 'v, REF-LEUo*"T,.:D CEILING PLAN all NORTH r► POSSIBLE.ANY ADDITIONAL COAX PORTS TO BE INSTALLED BELOW THE EXI STING, WHERE INTERIORCONTRACTOR TO INVESTIGATE .; ,; ADDADDITI ONALPORTS SHELTER MAPPING SCALE'. N.T.S. NORTH BATTER�Y RACK A. MAIN uv p UNIT d 2.0 L FIBER RACM I I� I r` i E DESIGNED FOR- I 313:1 SOUTH VAUGHN WAY, SUITE 550 COLORADO y A R D r 80018 ��qq f X13 � •t,��,# , I `. i # t"• �`L� V'�s"5r M".ti �{ jjIjI ------------ •s��p c iWll4� Yia 3;. 3a - e x. p t a� t it-- r f i P:ia9 a h G k PROJECT NAME: I DEN WHEATRIDGEO SHEET NUMBER, C 3 ,. City of Wheat Ridge Commercial Telecom PERMIT - 201800898 PERMIT NO: 201800898 ISSUED: 05/08/2018 JOB ADDRESS: 10019 W 26th AVE EXPIRES: 05/08/2019 JOB DESCRIPTION: Remove 3 existing RRH units and install 3 new RRH units *** CONTACTS *** OWNER (303)550-6314 PARAMOUNT HEIGHTS SHOPPING CEN GC (719)632-8822 Jim Miller 150134 EasTex Tower, LLC *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 547.10 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by m�si gnaturedo hereby attestthat thework to be performed shapplicaleilding codesand aapplicabe municipalcodes,policbyhelgal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signaturwdr'®OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or grant° japce, rmit s not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or or r ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of 0Wheat Rdge_ MUNiT'y DEVELOI'MENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: V % //F Plan/Permit # Zo/ e V 6 s / Plan Review Fee: � / 3 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** I � 14,4 1. Property Address: Propertv Owner Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City State, Zip: cy--Ts Phone: SS 0 (v/ Architect/Engineer E-mail: � chn-P, �1u�I�• -r--4p, Phone: �03 Contractor: _A r�J City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 3 0)-c. Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL F-1 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. e. Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ iG.o(6 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this a lication. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the applicati n. CIRCLE ONE: (OWNER) (CONTR�A`CTOR)�r UTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) Signature (first and last name): �I/Fn / �R.�(.� DATE: �J Printed Name: ZONING COMMMENTS: Q -:f k Reviewer. i -A z-, �-b BUILDING :DEPAATMENT COMM NTS: 4 Reviewer: Iz�lt� DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer OCCUPANCY CLASSIFICATION: V� CONSTRUCTION TYPE:. Building Division Valuation: C0�3((�t City of Wheat �i COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29`h Ave., Wheat Ridge, Office: 303-235-2855 * Fax: 303-: Inspection Line: 303-234-5933 Email: permits(a1ci.wheatridge. 80033 3929 W111- rV)�) �d FOR OFFICE USE ONLY Date: 11 I cI I 17 Plan/Permit # Plan Review Fee: t PAID Build'oli mit Application r- *** Please complete a hlighte on both sides of this form. Incomplete applications may not be processed. *** Property Addres v V Property Owne ease print): Al Property Owner Email: Mailing Address: (if different than Address: It 0 -Fol ,)6" A Citv, State Architect/Engineer E-mail: Contractor: Phone: Contractors City License #: Contractor E-mail Address: Sub Contractors: VK0 Electrical: Plumbing: , / Mechanical: W.R. City License # W.R. City License # / W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form p`COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) c % Cv-\ U vuvl .-az k 1 Sq. Ft./LF �� Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor iVlCided in t re project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANDA EEMENT I hereby certify that the setback distances proposed by this permit application ar ccurate an do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of re d' t all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o '�IAUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: t 1 ? G 7:1t ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: ®A DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ IN I 9 9 LSI ' KENHICKEY 14405 Weld County Rd. 12 Fort Lupton, ?*##v« Phone: (303) 857-6490 Date: client, since inspector This is to certify that the at the following property has Kenneth B. Hickey Sheet 1 of i NOTE: Inspections and this inspection report are provided only in atcordince with the terms and conditions of An lospection PracticesStandard. docutnent RA, available upon reques:,kms &ris advised to refer to document PCA regarding any specific conditi_, « terms in ques'tion FOR OFFICE IJSE ONLY f Date: 10 at tVIkitim ryI: t��a.t.OPMEP-.�dge FF P18071pennit 7 Building & Inspection Services Division 7500 W, 29th Ave., Wheat Ridge, CO 80033 Plan Review F Office: 303-235-2855 * Fax: 303-237-892 Inspection Line: 303-234-5933 Building er it Application PAID WHEATIoj�otltt� 10019 WEST 26TH AVE., RIDGE,i 80215 PARAMOUNT HEIGHTS SHOPPING CENTER, LLC (please pfint):k RANCH,(GARTH GIBBONS) Address: 1745 SHEA CENTER DR., 4TH FLOOR City, State, Zie: HIGHLANDS • 80129 TOWERCOM TECHNOLOGIES, Contractor: TBD s • r • Electrical: Plumbing: Mechani l,- W.R. City License # W, R, City License # W.R. City License Other City Licensed sub: Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form From: VIUM-Psi IQUal To: 1QYA1 Subject: FW: Telecommunication site at 10019 W. 26th Av. Date: Tuesday, September 8, 2015 1:27:11 PM From:Imikulak ci.wh atridge.co.us To: williampelham@msn.com Subject: RE: Telecommunication site at 10019 W 26th Av, IF . I TIME! I! Zi 111 Lauren E. Mikulak, AlCP Senior Planner Office Phone: 303-235-2845 Citv 4,1& W t F�ki<, lov- From: William Pelham [mailto:williampelham@msn.com] Sent: Tuesday, September 08, 2015 1:17 PM To: Lauren Mikulak Subject: Telecommunication site at 10019 W. 26th Av. Lauren Mikulak Sorry I missed your return phone call on Friday. It is my understanding that; if there is no change in the number or style of antennas and no change in height. Verizon Wireless may proceed directly to the building permit process with no action required from the planning zoning department. Please acknowledge this e-mail with either confirmation or clarification if my information is not correct. Thank you for your prompt reply. Bill Pelham, Agent Retherford, Enterprises, Inc. 303-466-5996 MMMMI-M To: City of Wheat Ridge 7500 W29th Ave. Wheat Ridge, CO 80033 (303) 235-2855 Office From: Steven Denver Office 1745 Shea Center Drive, Fourth Floor Highland«...:r (303) 683-3194 Office Ext. 151 (303) 548-7710 Date: 09/25/2015 Re: Verizon Wireless DEN Wheatridge @ 10019 West 25s' Avenue, Wheat Ridge, CO 80215 Copra k #3416 for review payment for Verizon Wireless i I - Building pe it application, 0 2 - Set of stamp and signed construction drawings. 0 2 - Copy of structural analysis. Regards, Steven J. .. aa I — No zoning letter. TOWERCOM TECHNOLOGIES, LLC 767 N Star Road Star, to 83669 (208) 286-0266 Abuquerque, NM - Star, ID - El Paso, 7X - Las Vegas, NV - Denver, CO M= 0 AMER14CANTOWEW CCF R P 0 R A T i 0 ft September 17 2015 Page I of 2 Existing and Reserved Equipment Elevationt (ft) -iZ-Urat C"Y Antenna MountType Lines Carrier 1 RES DB -T1 -12A I Ante[ BXA-185063-8CF-ERIN-X (6) 7/8" Coax 155.0 155.0 2 Ante[ LPC) -7905/4 — 3' Sector Frame (12)15/8"" Coax 4 Ante[ LPD -7905/4/102 3' (1)15/8"" Hybriflex —145.0 1 Ante[BXA-185040/8CF Verizon 145.0 145.0 1 Andrew UHX4-107 Leg (1) EW90 135«0 135.0 -i2 -3.O 1 —1 Andrew HP4-107 Leg (1) EW90 123x0 223.0 Andrew UHX4-107 Leg (1) EW90 3 DragonWave Horizon DUO IAl2RI26 3 Huawei RRU3702 (9) 5/16" (0.31") Coax I20.0 120.0 1 — Andrew VHLP2-23-1GR Side Arm (3) 1/2" CDax Clearwire 3 Powerwave P65-18-XXW2-R— (2) 2" conduit I Andrew VHLP2.5-11 115.0 125,0 2 Andrew VHLPI-220 Leg (6) 3/8" Coax FiberTower 10-2.0 1010 6 EMS RV65-18-02DP Sector Frame (6)15/8"" Coax —50— 25-0 L-1 —Cricket x 4- GPS Side Arm (1) 1/2" Coax Comm. ATC Tower Services, W. 3500 Regency Parkway, Suite 100 - Cary, NC 27518 — 919-468-0112 Office — 919-466-5414 Fax - www,americantower.com Eng, Number 63296311 September 17 2015 Page 2 of 2 ElevatJoW (ft) Qty Antenna MountType Lines Carrier Mount RAD 3 Alcatel -Lucent B25 RR1443 R 3 Alcatel -Lucent 813 RRH4x3O-4R 70111 1 Antel 8XA-185090/8CF 4 155.0 155.0 1 RFS DB-T1-62-12AB-OZ Sector Frame (1)1 /8" Hybriflex 3 Alcatel -Lucent RRH2X40-AWS Verizon 1700/2100 MHZ 6 Antel HEX656CWOOOOM %4DE [41.0 Sabre 4'lce Shield Leg 41�O 1 1 1 GPS Side Arm (1) Li 1, Crux .1%4�0' Mount elevation is defined as height above bottom of steel structure to bottom of mount, RAD elevation is defined as center of antenna above grade level (AGL). The existing and proposed loads listed in the tables above are compared to the tower's current design capacity or previous structural analysis, The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. Reviewed by Bryan Lamier, PE Structural Team Leader ATC,'rower Services, Inc, 3500 Regency Parkway, Suite 100- Cary, NC 27518-919-468,0112 Office -919-456.5424 Fax - www.americantower.com " •�wViu�i�'A� ll 3131 SOUTH VAUGHN WAY, I SUITE 550 ve wit %of ZPZP hy5(ekt- A-,-T-,k C9 tl)EA) 711 .Ile AURORA,OLORADO, 80014 ».*. MNAS REE (3) EXISTING RRH UNITS + r j t 1 )S allaftcol ONE (1) FUTURE BSU UNIT THREE (3) RESERVED 36"0 COAX CABLES j y + A 0t l� 4'�i 1, t tfili �t ORt 0 i ..� PROPERTY OWNER: T HUGHTS SHOPPING CENTER 8933 E. UNION, SUITE 216 ENGLEWOOD,i CONTACT: GARTH GMEIONS PHONE. (303)-550-6314 v ♦ • ► • Da 80033APPROVED1 ". ,• s • #3)-235-2855 Subject to Field I nspectio ns s► s ,.,. D ai ru r dE • AWS INSTALLATION PROJECT k A }. # " l t { 4�1 t tt et tt '2`a ?t t r t t st t'u s tt t r d 'Emu TITLE SHEET 9/16/2015 M04 AM •1&12xxmtul am r (9) EXISTING VERIZOt VO COAX CABLES ((3) (1) EXISTING VFRIZON WIRELESS HYBRIFLEX CABLE (12) EX'STING VERIZON WtRELESS IVO COAX CABLES alta 1�i¢ VIEW OF EXISTING COAX PORT (EXTERIOR) I Ir SHEET WHERE DRAWN SHEET WHERE TAKEN SECTION LETTER el\_ EOLIPMENT OR FIXTURE NUMBER KEYED NOTE T.C. 1631,33 SPOT ELEVATION F.L. 1631,00 TOPOF WAIL CONTROL OR DATUM POINT 1639.00 — — —PROPERTY LINE DETAIL NUMBER EXISTING CONTOUR SHEET WHERE DRAWN SHEET WHERE TAKEN NEW CONTOUR CENTERLINE o ROUND/DIAMETER d PENNY — APPROXNATELY fiREM a DEN WHEATRIDGE EXISTING COMMUNICATIONS SITE AWS INSTALLATION PROJECT VIEW OF EXISTING PIROD TOWER SPECIFICATION & PHOTO (LOOKING SOUTH) SHEET SAVE DATE 9/16/2015 11:04 AM smu-Nu R:_ spi PANEL (9) 413`0 CC ail (12) (9) EXISTING VERIZOt VO COAX CABLES ((3) (1) EXISTING VFRIZON WIRELESS HYBRIFLEX CABLE (12) EX'STING VERIZON WtRELESS IVO COAX CABLES alta 1�i¢ VIEW OF EXISTING COAX PORT (EXTERIOR) I Ir SHEET WHERE DRAWN SHEET WHERE TAKEN SECTION LETTER el\_ EOLIPMENT OR FIXTURE NUMBER KEYED NOTE T.C. 1631,33 SPOT ELEVATION F.L. 1631,00 TOPOF WAIL CONTROL OR DATUM POINT 1639.00 — — —PROPERTY LINE DETAIL NUMBER EXISTING CONTOUR SHEET WHERE DRAWN SHEET WHERE TAKEN NEW CONTOUR CENTERLINE o ROUND/DIAMETER d PENNY — APPROXNATELY fiREM a DEN WHEATRIDGE EXISTING COMMUNICATIONS SITE AWS INSTALLATION PROJECT VIEW OF EXISTING PIROD TOWER SPECIFICATION & PHOTO (LOOKING SOUTH) SHEET SAVE DATE 9/16/2015 11:04 AM smu-Nu R:_ spi MEN= 1, INFORMATION 7707N BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. EX,STiNG PROPERTY LINE INFORMATION • DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES, EkSTING WOOD FENCE EX STING VERIZON WIRELESS GENERATOR I EXISTING UNDERGROUND UTILITIES ARE BELIEVED TO BE PRESENT THROUGHOUT THE SITE, EXACT LOCATIONS ARE NOT CONFIRMED NOR PROVEN BY THIS DOCUMENT. CONTRACTOR TO CONDUCT LINE LOCATES PRIOR TO CONSTRUCTION, \'. ASPHALT -, EXISTING A/C UNIT' (6) NEW VERIZON WIRELESS RRH UNITS,_ SEE DETAIL@ (9) EXISTING VLRIZON WIRELESS PANEL ANI,'--"NNAS (1) ;EXISTING VERiZON WIRELESS MAIN OVP UNIT -EXISTING TRANSFORMER POLE (TO REMAIN) 4) EX6PNG UTILITY CENTER EkSlING BUILDING EXjS71NG CHAIN-LINK FENCE EX61ING OUTDOOR PLATFORM EXISTING OUTDOOR EQUIPMENT CABINET EXISTING CABLE BRIDGE. EXISTING METER, TYP, EXISTING ELECIRIC BOX (1) EXISTING VER17ON WIRFI FSS MAIN OVP U141T AND (1) EXISTING VERIZON WIRELESS BBU I UNIT, INSTALLED WITHIN E EQUIPMENT ROOM (TO REMAN) 1 (1) NEW VERIZON WIRELESS MAIN OVP UNIT AND (1) FUTURE VERIZON WIRELESS BBU— UNIT, INSTALLED WITHIN EQUIPMENT ROOM EXISTING VERIZON WiRELESS EQUIPMENT - ROOM (3) EXISTING VERIZON WIRELESS RRII UNITS (TO BE Elf } EXISTING POWER POLE - (6) NEW VERIZON WIRELESS PANEL ANTENNAS NEW VERIZON WIRELESS MAIN OVP UNIT, SEE DETAIL@ (3) FUTURE VERIZON WIRELESS RRH UNIT ASPHALT EXiSTING A/C UNIT ---,__EX6TING 154'--10- PIROD TOWER EXI SPNG CONCRETE FOOTING, TYP, "XISTING METERS, TYP.- Lrb 0 --7 0 c 7- AZLINK ZCCE"" GATE / NEW VERIZON WIRELESS HYBRIFLEX CABLE TO FOLLOW EXISTING COAX ROUTE ,,-"(9) EXISTING VERIZON WIRELESS 16"0 COAX CABLES ((3) RESERVED) (10 REMAIN) ---(I) EXVSTING VERIZON WIRELESS HYEIRIFLEX CABLE \\—(12) EXISTING VERIZON WVRELESS 1%"0 COAX CABLES (TO REMAIN) SITE PLAN lo' -O" Dio'-o' 2' NORTH SCALE! 1" 10'-0" 3131 SOUTH VAUGHN WAY, SUITE 55• AURORA, COLORADO 80014 THESE DRAWINGS AND SURVEYS ARE a a ?ow C' � — — SIP/ 15 9/16/2015 11.04 AM m ... TM..�n.. �,� �� r :....�.�,. _ _... rIZOnw ca.R. CENTER F ireless .., A L. ATTACHMENT LEVEL �v # � r T Op TIP LEVE 1SOUTH VAt7GHN WAY. SUITE ` 550 €:XISTING LIGHTNING RODAURORA, COLORADO 80014 ROT/?�..,,_...�ROT= ABOVE GRADE LEVEL EXISflNG GPS ANTENNA w M ,� , � � e.Ca.B.F�. = et?TiOMS OF E3ASE PL ArE T##ESE DRAiPNGS AND SURVEYS ARE COPYR*ff mm M PROTECTED AND THE E PROPERTY OF TOWERCDM 164'-9" T.T. T T T.O,E . = TOP OF STRUCTURE TECHNOLOGIES, LLC AND GED FOR THE USE ` (1) EX€STING VERIZON WIRE Ls CJS MAIN OVP lLftl i 64' g„ (r0 REM�aIN) OF CLIENT, REPRODUCTIONOF USE D (1) E XE;aTING VF"Rt70N WIRF(ESS MAIN OVP JNIT THE INFORMATIONCONTAINED N SNO 155°_,s,. T.O}S. — OCUMENTS IS PROMBNED WITHOUT CONSENT TOW RCD TECHNOLOGIES, c. WRITTEN EXISTING VERIZON WIRELESS PANEL ANTENNAS s. (9) EXISTING VERiZON WiRE�_ESS> PANEL ANTENNAS EXISTING 4'0 HP MICR0WAVf' ., ,_ '' 3 EXISTING VERIZON WIRELESS RRH JNIT �._ (� (1) NEW VERIZON WIRELESS MASH OVP UNIT ,..= � � (3) FUTURE VERIZON WIRELESS RRH UNIT C�� � �} (6) NEW VERIZON WIRELESS RRH UNITS - () NEW VERIZON WIRELESS PANEL.ANTENNAS� (o _--------,EXISTING ICE: SH E LD � 0) 135'-0 EXISTING 4'0 HP MtCROWAVE z EXISTING RANEE. ANT:NNAS 124'-2 120'--9"EXIST�NG 18" MICROWAVE L3 0 LS11E, ,.... I "_4.."...____. ExlsrlNi> MICROWAVES C,CLRC .R. r.-_(1) EXISTING `dFRIZON WIRELESSWIRELESSHYBRIFLEX CABLE �3 _ . _. _ ~__`-,- (6) €"XIST1NG PANEL ANT'EENNAS (9) EXISTING VERIZON WIRE -ESS %"A COAX CABLES l Ga (1} FxssrlNG VERIZON WIRELESS HYF�RIFL.E:X CABLE ,,, a cr r ,,-(12) EXISTING VERtZON WIRELESS 1%`0 COAX CABLES �a. ,., --(12) E.X€STING VERIZON WIRELESS 1s"0 COAX CABLE'S (i) NEW VERIZON WIRELESS HYRlFLX CABLE �y FOLLOWING EXISTING COAX ROUTE (0) EXISTING VERIZON WIRE E ESS %_0 COAX CABLE " ((3) RESERVED) (TO REMAIN) J 01 EXISTING STING 1 >4'--10" E'EROD TOWER EXISTING 154'--10" F'PROD TOWER * �« f , / 9659 {^��+p� y#p�y �y fig/*+ (1) EXiSlI G VERPZON WIRELESS MAIN DEN HEATRI G EXISTING BiN-01PiG-0VP LINT- AND (') EXGTING VERIZON f WIRLL.ESS URN Lftl, INSIAELLD WITHIN - E:x;LTIN BLS€ OtNG EXISTING COMMUNICATIONS SITE EQUIPMENT ROOM (TO REMAIN) M�4.�s. T.O.. �R .-�. �.�" � a4 _�� r.c�.�. ,�' V IIVSTAI_I.ATI4? PI2�}JEG 777, w � E x�sTlNiy GALE: E1F210t E _ _ i j r�E AND E W VERIZON WIRELESS !RAIN OVP UNIT EXISTING A/C UNI FERIZCFN WIRELESS sell UNIT, I NSTA D WITHIN EQUIPMENT ROOM 1001 E T TH AVENUE ., �� EXISTING GARAGE, ODOR= - �x r EXI 3`dhlC CiPApN-LINK (`SNCL .. (t) EXISTING VERIZON WIRELESS MAIN OVP €civil WHEAT RIDGE, LORAL 8021 8BU UNIT, JEFFERSON COUNTY B CD.B.P< r s r` GRADE 1v_p e.O,B,Pl EQUIPMENT ROOM ....,,, w,..... ri ANIS (� } e xI,T N€� vt RIZON WIRELESS A ,_0 ED' WITHIN GRADE . c AE E o _ - AevZ l q� ELEVATIONS /?^\ `tir'�\,?,'"�..,. ,,r`,,,�,r,e',rT ,, ,, ,�r' , ,.r s;;''' ,S r,,' r'`�;, f ✓'`..t,'\^�'`., '''' '..,✓,r'''§yt� ✓\°k.ri''ti\'°a1'�.���`'e�`✓'���'a`.``Y\�4�..Y. r�..��.�°'s'^s�`�`.;`.`w.,`.,,O.r "e..w`�,.``,�. "v�..r'ti 4,`�,.r`�'.r�\r`:�..'y°",..,�```+.,'�,"�.✓"�`�r e�,"*+1,�*',"�,� V y3�" SAVE DAVE: EXISTING NORTH ELEVATION NEW NORTH ELEVATION ���� � 9/16/2015 11:04 AM 95U -7 -UT C2 2'- 2 A AAA JMKC '-�OD � D Y. Typ. 2'-2" IRE, EYP. I,- G G 6-6" m u N v --- 3'-6" E 3 --4 2, -Ch" K4 r4 w REFLECTED CEILING PLAN M7 NT -S. NORTH 16'--10" (INIERIOR) SHELTER MAPPING @Wma-!E6 III . , T # ; : gum -&a 3131 SOUTH VAUGHN WAY, SUITE 55 AURORA, COLORADO 80014 BATTERIES: (12) ABSOME GP IYM I OGG31 1496AMPERE HRS 8 HRS, TO 1,75, VPC !STALL DATE: 10/18/14 7•►1 5 m A 0 UYAWNIZ id F3 4 W -A i r#1 LN Wj I*tTr#ll I PMAW��� VOrIZOnw ANTENNA T.O.S.= TOP OF STRUCTURE Ii 4 les I MOUNT PIPE; RRH= REMOTE RADIO HEAD IN OVP ANTENNA MOUNT PDF- POWER DISTRIBUTION FRAME 313a SOUTH VAUGF{N WAY, SUITE 550 PIPE OR TOWER LEC SABRE CIO -171 'PCS= POS PANEL ,ANTENNA AURORA, COLORADO 8D014 (OR EQUIVALENT) X Y 7 THESE DRAMNGS AND SURVM ARE COPYRIGHT PROTECTED AND TATE SOLE PROPERTY OF TOWERCOM (2) Y2-0 THREADED REMOTE RADIO aw w s OUR CLIENT, LLC AND FOR USE HE S ` ROD U --BOLTS HEAD ,5 .-5 a FROM (RRH) TO (ANTENNAS) THE CLIE REPRODUCTION CONTAINEO WITHIN MAIN OVP �- c a ci ca CABLE/COAX CABLE./COAX ESTIMATED UM 6 INTED THE N MOUNTING c o w �x . SECTOR SIZE (NOMINAL) (QUANTITY) GABS GTN CONSENT F T RCt31A TECHNOLOGIES, iiG. BRACKET, PERMAIN OVP w t= crr ce s e c t w c c a: w z w t, w c a- MANUFACTURER MOUNTING BRACKET. a 0— _ a cs n _ a X ?"� 8 (CUT TO FIT) PER MANUFACTURER : ca cs c7 o c> RE C10-171 r t > D r D a (OR EQUWALENT) g § (CUT TO FfT ANTENNA x g D D fix" } cra MOUNT PIPE c a Y -- to MAIN OVP c• REMOTE o ' _ "s 8 (CUT TO FIT) ua ° RADIO HEAD ^rw Z ()Xx" V 0 2 � THREADED � � b <rn, � � � � � � FROM (MAIN OVP) TO (RRH) ROD U --BOLTS -- — > LE/COAX LE/COAX ESTIMATED MAIN OVP BOX REMOTE RADIO HEAD SECTOR CABLE/COAX SIZE (NOMINAL) (QUANTITY) A CtNNECTI4N DETAIL B CQNNECTIpN DETAIL w i b i w HYB 1x1 13` CG 1 X1..,0 CC :1 X1--0 �z �x�2 �z�z �z X Hye1x1 1 —4' " P HYB 1X1 1 w-81 Y HY5 1X1 1 —91 , HY'B 1 X 1 1 5 Z HYB 1x1 1 —6' 7 M T,0,5. I ovP T O 0 —1-1_ FROM (MAIN OVP) TO (MAIN OVP) w y C LE/COAX LE/COAX ESTIMATED 1 N a SECTOR SIZE (NOMINAL.) (QUANTITY) CABLE/COAX a c 0) 1 « —_ 0- 5 — HYB 6x12 1 —190' ¢ r 5 . 7 MEN= CN -wMAIN OVP IS LOCATED ON THE EXIST&NG RACK. 5 ITEM PART NO. OTY. DESCRIPTION x � .. 6 5 ol 601553-1 2 BRACKET, CLAMP 20 601539-1 1 ADAPTER, POLE � tXIS111N MOV1, 1S -8811U< ON 5 6 ��'.+ 802355^-4 1 ADAPTER, POLE LOWER EXISDNt RACK 9 ROD190003 4 « x 7" THREADED ROD m ._.._ .__..,,..C3 4@ WSH150003 12 SPLIT WASHER c� 1 2 NUT150001 1iffi HEX MEAD NUT 9659 5 BLT140002 6 " x 1" HEX HEAD BOLT ['PDF "'0 MOUNTING ) 601730-1 1 BRACKET', WNTILT POLE POLE...... i» 601735--1 1 BRACKET, DOWNTILT, ANTENNA 5@ WSH150006 2 %e" SPLIT WASHER 7 BLT140004 2 �" HEX HEAD BOLT 10.75 LEI& RRH HYBRID CABLE DIAGRAM AND CHART GEN WHEATRIDGE N.. . 5 5 7 EXISTING COMMUNICATIONS SITE 4 ANTENNA ATTACHMENT DETAIL AWS INSTALLATION PROJECT 5 N. . 6 r t .. 6 ' 10019 WEST 26TH AVENUE HEAT RIDGE, COLORADO 8021 5 I JEFFERSON COUNTY 6 4 SHEEP Whij 6 6 r'f` COAX CABLE AND DETAILS AND RRH HYBRID sI JUMPER (TPP,) 5 SEE COAX CABLE SCHEDULE. CABLE DIAGRAM AND CHART p,Q pt1 9/16/2015 11:04 AM Y .. ..,.` t t t .. i.,,. v t k uY , ANTENNA TYPE AA 3131 SOUTH VAUGHN WAY, SUITE 550 ANTEL LPD 6513 CONTRACTOR TO VERIFY ALL ACTUAL 4' PANEL ANTENNA 1OF SIZES OF CABLES, AURORA, COLORADO 80014 ANTEL LPA-185063/8CF CONTRACTOR TO PROVIDE AS BUILT FOR THE LENGTH OF CABLES UPON COMPLE71ON OF INSTALLATION, 4' PANEL ANTENNA «Mile «� 6' PANEL ANTENNA AN TE L BXA- 0. 8 4' PANEL ANTENNA •. w: • :.t. rt , zx'<... , ,, t.. ,: '1114 111r..".:ie. i i AS:1"1i. .t ,i n, i . .....: (9) 7/s-0 COAX ANTENNA TYPE ANTEL * f 4' PANEL ANTENNA (3) 4' PANEL ANTENNA EXISTING fo IIII VI��I iM it NII ���� * " 6' PANEL ANTENNA CABLES r * * « 4' PANEL ANTENNA ANTEL wRESERVED) • • wLPD-7905/4 4' PANEL ANTENNA 4' PANEL ANTENNA (12) 1%-0 COAX CABLESANTEL LPD 6513 4' PANEL ANTENNA T ­B00 REF ERR TO SM (EXISTING) (1) HYBRIFLEX CABLE (EXISTING) ANTEL LPD 6513 ANTEL j+ 4' PANEL ANTENNA * f CABLE (NEW) • ANTENNA • • I %'ALL EXISTING AZIMUTHS REFERENCE TRUE NORTH. IN THE SMR. FOR EXACT ANTENNA INFORMATION REFER TO THE. RE DESIGN. 4' PANEL ANTENNA SEE SHEET C4 R COAX DESIGNi • a • ALL NEW COAX SHALL BE INSTAUED ON EXISTING FEEDUNE LADDER. � �CONTRACTOR TO USE EXISTING COAX FOR NEW ANTENNAS, r • 6 I �« "P. •. •' oil WHEATRIDGE PROJECTEXISTING COMMUNICATIONS SITE AWS INSTALLATION ., I� ANTENNA a e..O.'. ALL NEW EOUIPMENT COAX TO BE GROUNDED PER VERIZON WIRELESS GROUNDING SPECS 0, "i w 9/16/2015 11�04 AM GdNTRkt6R SHALL NOT SUBMIT BIDS OR PERFORM CONSTRUCTION WORK ON THIS PROJECT WITHOUT ACCESS TO THE CURRENT 'COMPLETE SET OF DRAWINGS LISTED IN THE TITLE -SHEET INDEX, 1 oft Am ofvwjr ILWIrEW11-view ff }9,sz 696-960 1695-2180 1695-2180 MHz 3131 SOUTH VAUCNN WAY, SUITE 550 AURORA, COLORADO 80014 9`dBar ld j Ik--,x ':.tt � 4'int.4 � XXX -P,) I � =,o"/65'/first:. j #5.a,=% 7,2/ 3T2J(:A I VaraaLk= ,'IiI Tst bar�f. hex•F+arC part�f trrxs�rinta �reh var=Gbte eksctrica# tt a RWS-,3 Ready e 4r4 tv IMO huh Rand co ttlat bfe, * Patant4,d imornal PFT saris rasrtr:- rd&, no arKi onai tonrdth to thf—i Ani?renaa Can be orde°ed wrth a is urn-D-ewce Dual Unit (NDDU) with utto separate inputs for independent contrr i of each laancl.. meal b r anotnna shaong. Marsiat Nectneal I t HEX656Ci700M w......, ... 4 .. �m„ . .� Rqrnow Vec"caE Tilt AkSG Y2,0I3GPPwita an aActaator HEX656CWC400C Flainote E€ ca£ 1-0AISG v21,013GPPaam an NODU R£T,taMsto NE C55bL VtCpEiOt Mounting brackat kias and cttrar aacr asiorn t aro crderod strparrto# , Sao cpI oris on the fdlovAn apaga+,'s), F~slqowcyE?rarxisM-W 696.806 M6.960 1695,1850....6 1850 -IM 21W2180 Ps:lanzatian r % x46"CW 145° ..A, Htirizontxt Boatwateh 74 49 65 43, 5Q ..... a -.a..... .... -, „. ... .. ..... .. W .... ............... Vertical Pearnwidth ............. ... ..:...�. .,�. .. .,.. ..., e. .,, . •,._... '11"9.7* .., ._.... wM w-.._....... b 0 .. ..nx,..q ... �:. \ .......,,. ..d e.... Gain 14 1 din I 1:,0 d1N 167 dB, 1&9ft #7.2 dBr PTectr+tiJrzwwtvtp -. .�. � p.12° � 0�1(b" Soo roo t1S4t1R Upwr Srdelobsi Supp ssron > 17 d8 Typical 18 d8 Typsag Prsxrtw3.acf,Ra¢tu ....,..... itlu°B. 2a d6 ln�gand Isolation > 23 d8 > 25 d8 Isolation Betwoon Parti a > 3p dl3 > 30 dB ...... _... .._._.. 13 MK20W canto+) _ ,.a �....�_ _..._..... .�� 53 dB. e.._� ,_...,,.., w ........ ...... . < -153 db1c �.., e , ..�..�. Ir,+a.rt P+cr..,�_ f2xa 5170 tAr. fox: 250W ToW N rnbor of Csruaocton Antwv a has 6 satyr actors losacad at dts ba"oer -910 to 124 7P16,DIN F Ao 1696 . x P .r 6aa7c# ; 9E?S•:11,it7 tJliise t fa~`4 7/16 -DN rirn,*8e ... 11"95 1Bi? twiHz . _ .M ..r._ ..._ ,�.� § .t.. _..... .. �.,�. ky 7/16DIN Fom,Aaa .. ��..�.�� ,._u. ...... .......... . rtid No U9 R01ocu0n i rnroct Grcutd ap—twig Tarrnpcarah to 4V to 160' C (AO* to +140° Fj ux I L7 i axranvons (Length x Width x DIopth) 1906 x 30S x 1$0 11 mrr � � 7S.k a 12 1 1 0 x7 I A in weight wkhoutMount nq. 0 ackote vt6T � ld 3 kg: � 3S,9 lbt V ekp wohoutMointng gwkrns. RET ...... 1616 kit 311,6 km ....... ... .. ..... ._.. .,__a Suvivai Wed Spared ,..... i .._.,...._, e..„ ,_e,. 241 e..., m..,...� ._., ... e..... _..._..... km,'fw 150 rvrph Wnd Loads Trcw.t 707 N 159 Itd 419 N 94 1bf Ousted rye 6n—an-.* p tTwtw% we woo dod to otkx "Kat, peak ov range atr8um and troy wiry a a reaaatit of rion"J toss ka3, r ufattumq and opaar Oct J swronauwt &tivent, o &ars�cor+t�tianed+ors ars4tt la+t+Gareses6.aeYalwa:.rrtr�d. SrFdreancKbeaeramay.. tand�rtagahathrsprtat € cs�P'c+dcrtat+arvmatlsxiwdrzwtra. R 10x"°04151 w. i t nnas.com i of 6 I p r I�Illp II 'I��� �UI 41I 1. YII fir(. U 1JJ111 w f# M ANTENNA CUT SHEET(S) 9/16/2015 11 �04 AM ------------------ 0 City of gate: ?��Wh6atj,j*d CsTYT Oge n/leerrrt Buildings & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 393-237-8929 Plan Reviewiee: Inspection Lime: 303-234-5933 Building r it Application * please complete all highlighted areas on both sides of this form.' Incomplete applications may not be processed. **� Property Address: � aseprint): ►hone: ,-� Property Owner Fra it � Mailing Address: (if different than property address) Address. City, State, Zip: Arch tec ngineer E -Mail: P'ho Contractors City License H:Q Phone - ..'a- ..% z' s„. Contractor E-mail Address: Suis Contractors: Electrical: Plumbing: Mechanical: WR. City License # W. . City License # W.R. City License '# Other City License Sub: Other City Licensed Sub, City License # City License # Complete all information on BOTH sides Of this form NEW COMMERCIAL STRUCTURE a # : ELECTRICAL RY SERVICE UPGRADE ; NEW RESIDENTIAL RY STRUCTURE R COMMERCIAL ROOFING COMMERCIAL R 1!iR RESIDENTIAL RO yAes R. . Y ADDITION E]WINDOW REPLACEMENT R ♦. COMMERCIAL Y ACCESSORY STRUCTURE MECHANICAL (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) SYSTEWAPPLIANCE REPAIR # Y• o REPLACEMENT R Y PLUMBING SYSTEWAPPLIANCE REPAIR or # YR... # # Y ELECTRICALCMENT SYSTEWAPPLIANCE REPAIR o # YR• REPLACEMENT MY . KILF Btu's Gallons Amps Squares Other Melissa it From: Kelly Brooks <kbrooks@wrfire.org> Sent: Wednesday, September 02, 2015 11:18 AM To: Melissa Mackey Subject- RE- Application 201501342 Approval Request for Dept FIRE I've seen some preliminary drawings and the changes took fairly significant. if they are modifying any of the existing to review that (this includes compliant egress and access, doors and door hardware, unit addressing, other notification and signage like electrical shutoffs, etc). Also, I imagine that many of the tenants in that building might want to remain open during construction -which is a safety issue for the public. I want to make sure that the fire dept can • with the contractor to enforce Cpt, 33 of the fire code "Fire Safety During Construction and Demolition," A permit from us is the • way to ensure that • Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District .. ..... ... .. .... .. . From: Melissa Mackey Lm2iLitcrmmackey@ci.wheat(idEe.co.usI Sent: Wednesday, September 02, 201.510:52 AM To: Kelly Brooks <khLooks@wrfire.org> Subject: RE: Application 201501342 Approval Request for Dept FIRE fflflffl Meli P: 303-4037-,sgoo I From: Comm Dev [mailto:mmackeyP6wheatqd Ze.co.us] Sent: Wednesday, September 02, 2015 10:49 AM To- Kelly Brooks <ktLooks@wrfire.org> r The Application below requires approval by your Department ME= Application No: 201501342 Application Date: 09/02/2015 Parcel Code: 39-284-21-01 Location Code: B!#0012269 10019 W 26th AVE, Wheat Ridge, CO 80215 Description: Exterior reincidel - Facade upgrade to existing building. CONFIDENTiALITY NOTCE: This e-mail contains business-confidenfiai information. It is intended only for the use of the individual or entity named above. It you are not the intended recipient, you are, notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. if you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, CONFiDENTIALITY NOTICE This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited, ff you received this communication in error, please notify us immediately by e -mad, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, FOR OFFICE USE ONLY : NEW COMMERCIAL .. l ELECTRICAL UPGRADE RESIDENTIALNEW STRUCTURE ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITIONREPLACEMENT RESIDENTIALCOMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) STRUCTURE - shed, deck, MECHANICAL # # MM : # REPAIR M #Yk REPLACEMENT ELECTRICALPLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT SYSTEM/APPLIANCE M• Y Ilk #il. REPLACEMENT Nk# I°t'm uni or materials to ve usea, etc.}; e Sq. FULF Stu's Gallons Amps Squares Other WH CITY OF WHEAT RIDGE OFFICE OF THE CITY CLERK 7500 W. 29th Avenue Q07t QR;Z�o Wheat Ridge, CO 80033 (303) 235-2823 or (303) 235-2816 • 0 * a * - 0 - Please list specifically what documents you want reproduced and in what form. Allow three (3) working days for a search of the records. Per the State of Colorado Open Records Act (C.R.S. 24- 72-203), if the request is substantially large, an extension of seven (7) working days is permitted, You will be notified prior to the three (3) days of any extension and all estimated costs, Mailing Address: 6275 Joyce Dr. Suite 200 Arvada, CO 80403 1---,- - "-Rc-VAdaress: mrosendahl@pieglobai.com "Phone: (303) 552-9210 Detailed description aie�aids —req:—ue-s—te—d: Building permits in (.pdf or doc) for the building at 10019 West 26th Avenue in Wheat Ridge, CO 80215, May also include Research & Retrieval fees ��s —are m-all—intaineIi d —only —6 Budget book or other large publication Varies Charge is based on City's cost to route the ublication Postage & Packaging for mailing Varies Actual cost will be assessed City Clerk 4X500 CITY OF WHEAT RIDGE OFFICE OF THE CITY CLERK W. 29th Avenue Wheat Ridge, CO 80033 (303) 235-2823 or (303) 235-2816 Please list specifically what documents you want reproduced and in what form. Allow three (3) working days for a search of the records, Per the State of Colorado Open Records Act 1C.R.S. 24- 72-203), if the request is substantially large, an extension of seven (7) working days is permitted, You will be notified prior to the three (3) days of any extension and all estimated costs, Requester Name: 0 1 j Date: Mitchell Rosendahl 08/03/2015 Malting Address: 6275 Joyce Dr. Suite 200, Arvada, CO 80403 mrosendahl@pieglobal.com I i (303) 552-9210 -6—etalled des—cription—of-re—'c-o'r-ds—re-l�q:-u—est—ed: Roof plan (.pdf or.dwg) for building at 10019 W26th Avenue, Wheat Ridge, CO 802AI Budget book or other �orge publicafion —=a May also include Research & Retrievaf fees Videos are maintained only 6 • p!•ved U City Clerk �� III pI I IMIUIiII Iuul�slF �Vj�"a��ll , � � • GENERAL INFORMATION Schedule: 048417 Parcel ID: 3 -284.21-004 Print HCj Status: Active Property Type: Commercial Property x44 a RIDGEWHEAT 80215 Mailing • BOX 1018 COWHEAT RIDGE 80034 PROPERTY DESCRIPTION Subdivision 579400 EARAMQQNT jjEIQLjM •x•: V" M. ., . I Sp M4 4 M ^4 ,, • .4 ' :� r4 �I I,I1Iu��M ■c ■ �.'Y.�f 31fYi�K TAX INFORMATION ZMZZME4� T RIDGE 4 LAKEWOOD i f i x 1110 R 1 x R. o r M 41 City of Wheat Ridge OLD UNSED TYPES PERMIT - 20002671 PERMIT NO: 20002671 ISSUED: 02/21/1996 JOB ADDRESS: 10021 W 26th AVE EXPIRES: 08/19/1996 JOB DESCRIPTION: REROOF- TEAROF EXISTING REPLACE WITH METAL ROOF CONTACTS GC 018223 Kessler Roofing, Inc. PARCEL INFO ZONE CODE: UA Unassigned USE: UA Unassigned SUBDIVISION CODE: UA Unassigned BLOCK/LOT#: 0 FEE SUMMARY ESTIMATED PROJECT VALUATION: 12,500.00 FEES Total Valuation 0.00 Use Tax 187.50 Permit Fee 144.00 ** TOTAL ** 331.50 COMMENTS CONDITIONS OWNER or CONTRACTOR (Circle one) Date was issued based on the information rovidl d * th t h t' in and an i ifications and is • • .4• ISO a 111 STATEZZINIAV• Signature of Cluef Building Official Date REQUESTS MUST BE M&DE BY 11 -. 59PM ANY BUSINESS DAY 'FOR INSPECTION TRE FOLLOWING BUSINESS DAY, Inspections Master Maintenance 0 M�m m AIN frell ling, aim - �~~ �mwm DIRECTIONS: To prepare for this appraisal, complete the following worksheet. Please give these questions careful consideration as this worksheet will provide a basis for discussion of your past work performance, current job expectations, goals and future assignments, 2. How did you contribute to the culture of teamwork and exemplify the City core values (ACTI011 i 3. Provide two or three examples of how you performed the core competencies for your position (problem solving, customer service, technical competence, communication & safety). 4. Describe how you have met the performance goals from your previous appraisal. 1jug #1 11MY1#1 d al It# R44*111* jig I Self -Evaluation Date Narne 6. How would you assess my effectiveness in helping you set and meet your goals? 7. Provide two or three ideas for consideration on what goals and objectives you want to accomplish over the next 12 months to support the City, Department, Bureau/Division or individual mission. 8. Provide two or three goals and supporting objectives you want to accomplish during the next 12 months to support your career development. rFOR F CC USA ON � COMMUNITY DiNFLOPMEN'T Property Address: 3 (g d�Y�is. 3 {,l Ate " „x. �y ge C ry �*t p �*ppy N A i . tG 47Gr F 7S 8 n d #'' $ `w^ iS B t...�, h �l E' > a i ,..,+ F' n , "y . w�a $ &t i. � b�.+ gg "� , �y�9.. '" M I I I 4 i #�;m. �t� y;� �a ?;;Y " 5 1t 6 4 / h r re r+ tit rt ii1 - i r > a .a,.r b ,w,, „ x v, ; , ' 11 . o 6 ' % . 32 r a E lectrical: /-)/ W, R, City Uc ns Other City Licensed Sub: City License # Plumbing: / -V/ 1 W-R, City license # Mechanical: 4 ,R City license# Complete all information on BOTH sides of this form amount rat materials to be used, etc,) Vq 5,- 5 rlAvo 5 L_ Stu's Sq. FULF -- t21A Gallons Amps Squares 06ter Project Value: (Contract value or the cost of alt materials and labor incJuded in the entire project) OWN EWC.'ONTRACTOR StGNAIT]RE OF UNDERSTANDING AND AGMTMENT I hereby certilN that the setback distances proposed by this pennit application are accunde and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all nie&%urements shokN 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 rLsponsibility for compliance with applicable City of Wheat Ridge codes and ordinances tear 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 descritiLd work and am also authorized by the legal owner ofany entity included on this application to list that entity on this application, CIRCLE ONE (01VAIER) (C0?VTRAC7'0A) !Lr rAM" NAMF� SI R GNATIUF: - e REPRE,VENTATIVE)� (OWIVER) (CONTRACTOR) DAM Building Divisio A'.. $ APPROVED Subject to F4W Inspections M ti PARCEL NO: 139 whetew 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 Work shall comply with 2006 IBC, IPC, IM( " ',, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes, E, UNION, SUIrE 216 ENGLEWOOD, COLORADO 80111 ACT: GARTH GIBBONS PHONE: (303)-550--6314 oF W� 29TH AVE. WHEAT RIDGE, COLORADO 80033 & dNSPECTION SERVICES DIVISION 503)-235--2855 '0 tj 0 W C 0 _9 0, rim w FROM VERIZON WIRELESS OFFICE LOCATED AT 3131 5, VAUGHN WAY, AURORA, COLORADO, HEAD SOUTH TO S. PARKER RD,/SR-•83, TURN RIGHT HEADING NORTHWEST FOR 0.9 MILES TO 1-225, TAKE 1-25 HEADING SOUTHWEST FOR 4 MILES TO 1-25, TAKE 1-25 HEADING NORTH FOR 9. 2 2 MILES TO EXIT 2096, TAKE EXIT MERGING ONTO W, 6TH AVE,/US--6 HEAO'NG WEST FOR 51 MILES, TURN RIGHT ONTO KIPUNG ST./SR-391 HEADING NORTH FOR 2.1 MdLES TURN LEFT ONTO W. 26TH AVE CR-34 I-0'ADING WESF FOR 560 FEE 1 1 THE SUBJECT SITE, THE SUBJECT SITE IS LOCATED ON THE NORTH SIDE OF THE STRIP MALL. -f S PROJECT CONSISTS OF THE FOLLO HIMAYAL - N?NF (9) EXISTING PANEL ANTENNAS NINE (9) NEW AWS/LTE PANEL ANTENNAS 'THREE (3) NEW RRH UNITS rWO (2) 114EW MAIN OVP UNITS ONE (1) NEW ENODE--B 7/19/2013 4.02 PM [I ve n wit mc. ON 10019 WEST 26TH AVENUE WHEATRIDGE, COLORADO 8021 JEFFERSON COUNTY I AN I a Ell • la 2 MMMIM111"T NIF-11111#12M VICINITY MAP ML E - N — .T - S -- . NORTH TITLE SHEET THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE PROJECT SCOPE OF WORK DEFINED UNDER THE REQUEST FOR PROPOSAL (RF?) FOR - ,;'HIS PROJECT AND ALL ASSOCIATED ATTACHMENTS AND DOCUMENTS PROVIDED. THE REP ADD ALL ASSOCIATED DOCUMENTS SHALL REFINE THE COMPLETE PROJECT SCOPE OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL DOCUMEN AND IS SOLELY RESPONSIBLE FOR ALL WORK, ALL DOCUMENTS INCLUDED WITHIN THE PROJECT REQUEST FOR PROPOSAL ARE REQUIRED FOR THE COMPLETE PROJECT SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK (EQUIPMENT, MATERIAL, INSTALLATION, TESTm, ETC.) INDICATED N ALL. DOCUMENTS, THE REP, VENISON WIRELESS NETWORK STANDARDS AND PROJECT ADDENDUMS AND CLARIFICATIONS ARE COMPLEMENTARY TO EACH OTHER. THE FORMAT OF THE SPECIFICATIONS AND DRAWING NUMBERING PER DISCIPLINE IS NOT INTENDED TO IMPLY SEGREGATION OF SUB CONTRACTOR WORK, CONTRACTOR SHALL ASSIGN ALL SUB CONTRACTOR WORK AND VERIZON WIRELESS WILL, NOT ACCEPT ANY CHANGE ORDERS FOR INTERNAL. CONTRACTOR WORK ASSIGNMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING ALL RFP DOCUMENTS TO THEIR SUB CONTRACTORS, ALL. RFP DOCUMENTS ARE REQUIRED TO INDICATE THE PROJECT SCOPE OF WORK. PARTIAL, SUB CONTRACTOR DOCUMENT PACKAGES ARE WGHLY DISCOURAGED, IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, REFERENCED STANDARDS, VERIZON WIRELESS STANDARDS, OR AGREEMENT TERMS AND CONDITIONS THE ARCHITECT/ ENGINEER SFIALL BE CONTACTED FOR FORMAL INTERPRETATION OF THE REQUIREMENTS, THE CONTRACTOR SHALL BE DEEMED I'D HAVE PROVIDED THE DETAILED AND EXPENSIVE iNTERPRETATION, ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECT/ ENGINEER INTERPRETATIONS SHALL BE CORRECTED BY THE ALL ANTENNAS MUST BE PIM TESTED WITHIN 48 HOURS OF THEM BEING RECEIVED BY THE INSTALLATION CONTRACTOR, THOSE RESULTS MUST BE SENT BACK TO THE VERIZON WIRELESS CONSTRUCTION ENGINEER AND EQUIPMENT ENGINEER WITHIN THE SAME 48 HOURS. IF YOU MISS 'THE 48HR TIMELINE AND 'THE ANTENNAS DO NOT PASS UPON INSTALLATION, YOUR COMPANY WILL BE CHARGED FOR THE COST OF rHE m REFERENCE LETTER ------- EQUIPMENT OR FiXTURE NUMBER OR NUMBER SECTION OR DETAIL KEYED NOTE CALF SHEEP T WHERE DRAWN SPOT ELEVATION Fl, 1637 00 SHEET WHERE TAKEN SECTION 1639,00 LETTER CONTROL OR DATUM POINT SHEET WHERE DRAWN — — — — PROPERTY LINE SHEET WHERE TAKEN DETAIL NUMBER EXISTING CONTOUR SHEET WHERE DRAWN 1631 SHEET WHERE TAKEN NEW CONTOUR CENTERLINE 0 ROUND/DIAMETER PENNY - APPROXIMATELY 7 ING 154'-10" PtROD TOV ­ 155'-10 0 whaless 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 0 tY flsl �;L o II�. 0 U) 6't �z tai 0 M Lim u 3 a :3 m I, z FA r;m DEN WHEATRIDGE mm 9I II YY lY i1 SPECIFICATION & PHOTO SHEET VIEW OF EXISTING TOWER (LOOKING SOUTHWEST) VIEW OF EXISTING ANTENNAS VIEW OF EXISTING COAX PORT VIEW OF EXISTING COAX PORT I. INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VESTS. INFORMATION DOES NOT CONSTITUIE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR ASPHALT SURVEYING OR OTHER RELATED PURPOSES. -- S T MITL - 6A i(OWN F I FDW TA A § r SITE MAPPING OF THE SURROUNMNG AREA AND ARCHIVED SURVEY DOCUMENTS, DATA AS SHOWN IS FOR REFERENCE ONLY, CONFIRMATION AND PROOF OF LEASE AREA AND/OR EASEMENT'S IS BEYOND THE SCOPE OF THIS PROJECT, EXISTING UTILITY CENTER EX ISTIN G CHAIN—UNK FENCE EXISTING TRANSFORMER POLE EXISTING OUTDOOR PLATFORM (9) NEW VERIZON WIRELESS PANEL ANTENNAS (3) NEW VERIZON WIRELESS RON UNITS, SEE DETAR ma C1Cr EXISTING A/C UNIT EXISTING 154'-10" PIROD TOWER (A,G,L, 155'-10") EXISI'ING CONCRETE PAD, TYP. (1) NEW VERIZON WIRELESS MAIN OVP UNIT, SEE DETAIL A &IST4 CHAIN—LINK 7 ACCESS GATE EXISTING A/C UNIT (1) NEW HYBRIFLEX COAX TO FOLLOW EXISTING COAX TO BE ATTACHED WITH CLICK BLOCK TO MATCH EXISTING BUiLDING—", .i m I T M ENT'S: G4'Lv —'� EXISTING VENISON WIRELESS EQUIPME\NT ROOM (1) NEW VERIZON WIRELESS MAIN bVP LINIT MOUNTED INSIDE EQUIPMENT ROOM, SEE DE: TAPE.( SITE PLAN N IOR 10".0" 0 1 o' - o" 6 2 SCAT E: 1" 10 '-0" EXISTING POWER POLE ASPHALT (5) EXISTING GAS METERS \l— BUILDING -� IN vietwwireless 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 0 cl� 0 uj ul Q z ua UA o 61 -'s z 11 c 0 FA 091119 3 "Moffividm 155 10 . T,Q�S, 154'-2" C.I.R. t! EXISTING LIGHTING ROD EXISTING GPS ANTENNA (15) EXISTING VERIZON WIRELESS PANEL ANTENNAS (9 To BE REMOVED) EXISTING 4'0 HP MICROWAVE EXISTING ICE SHIELD EXis�nNG 4'0 UP MICROWAVE (3) EXISTING PANEL ANTENNAS (2) EXISTING 18" MICROWAVE (2) EXISTING MICROWAVE (6) EXISTING PANEL ANTENNAS EXISTING 154'-10" PIROD TOWER (A,Gl, 155'-10") 164'--9' 155'--10' 154'-0' ii 0 — ul �� > X z Ilq uj �j n o cs w Z 0 f x CF D M 9 z U-0 WA EXISTING A/C UNIT I , EXISTING GARAGE DOOR 1' a Velt"wireless 3131 SOUTH VALIGH 'N 'WAY, SUITE 550 AURORA, COLORADO 80018 '§CALE. — N.T.S. SAVE DATE 7/19/2013 4:02 PM Sir Si T NVMSER; C2 I EXISTING BUILDING I EXISTING CABLE BRIDGE EXISTING COAX PORT EXISTING CHAIN-LINK FENCE EXISTING ELEVATION ELEVATION SCALE: N.T.S, „-EXISTING CABLE TRAY, TYP BATTERIES� (12) ASSOLYIE GNB ABSOLYTE XL 'TYPE: 165A-37 3000 AMPERE HRS 8 HRS. TO 1.75 VP TYPE: EVERSON VORTEX MODEL # V130825 (6) RECTWIERES (5) OPEN TYPE� MODEL# CONVERTER (4) OPEN 0 zo to j 0 ui to A 10 > tea 0 W Lei cz w 0 Lino xmfgm mm m ilia fLogmaMil -1 REFLECTED CEILING PLAN SCALE: N.T.S. NORTH SHELTER MAPPING T6 =NJ3�� er$ NORTH VIEW OF MAIN vor�Wwireim 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 C,' )BATTERY RACK /,-,\E-NODE-B AF2 IH�WN C_LIN KEYED NOTE E S- AC 0� 1-1-1. @ -1-111 -- I”, --- -------- -- ...... ... . - --- - ------- BATTERY RACK COAX PORT @ ACCESS DOOR TELCO BOARD (D CC POWER DISTRIBUTION CENTER @ TEMPERATURE CONTROL FIRE EX11NGUISHER Q) AUTOMADC TRANSFER SWITCH ®R FIRST AID Q, FiBER RACK @4 MOTOROLA (N - — -------- E-NODE--B (BOTTOM) @ FILIFER RACK @ BREAKER BOX DIPLEXER MSDS j DEHYDRATOR @ NEW E-NWE-0 CtOP) NEW MW OW tRiff BATTERIES� (12) ASSOLYIE GNB ABSOLYTE XL 'TYPE: 165A-37 3000 AMPERE HRS 8 HRS. TO 1.75 VP TYPE: EVERSON VORTEX MODEL # V130825 (6) RECTWIERES (5) OPEN TYPE� MODEL# CONVERTER (4) OPEN 0 zo to j 0 ui to A 10 > tea 0 W Lei cz w 0 Lino xmfgm mm m ilia fLogmaMil -1 REFLECTED CEILING PLAN SCALE: N.T.S. NORTH SHELTER MAPPING T6 =NJ3�� er$ NORTH VIEW OF MAIN vor�Wwireim 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 C,' )BATTERY RACK /,-,\E-NODE-B ver�Wwtretess 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 0 zo Q SA, 's z z ttl uso z 0 Wo 0 D VA 1 11 il A 0 ol in m: ff ml ## �122 7/19/2013 4:02 PM X --- ----- -------- 7= =7777 - �A TTQ� FRR;� T15 N rEWT�S) CABL.E/COAX CABLE/COAX ESTIMATED SECTOR WE (NOMINAL) (QUANTITY) CABLE/COAX Z Ld W a. X Y2 "o 4 LENGTH --9' EACH 4 1-6 1 EACH 'Vo 4 EACH CABLE /COAX CABLE/COAX ESTIMATED SECTOR SIZE (NOMINAL) (QUANTITY) CABLE/COAX LENGTH HYB IXI 12' V HYB IXI HYB 1 X I Hys I X I HYB I X 1 1 HYB 1xi FROM (MAIN OOP) TO (MAIN OOP} SECTOR CABLE/COAX CABLE/COAX ESTIMATED CABLE/COAX SIZE (NOMINAL) (QUANTITY) LENGTH Hys 8X8 —185' FROM EVE TO (MAIN OVP) -- FROM ENODE TO (MAIN O\(P) CABLE/COAX CABLE/COAX ESTIMATED SECTOR �ZE (NOMIN.A S L) (QUANTlITY) CA BLE/CO AX ---LENGTH - ---- - —3 PEE DO PAIR 1 —35' 0 zo Q SA, 's z z ttl uso z 0 Wo 0 D VA 1 11 il A 0 ol in m: ff ml ## �122 7/19/2013 4:02 PM X --- ----- -------- ANTENNA MOUNT PIPE OR TOWER LEG RFS MAIN OVP RFS MAIN CIVP RFS MAIN OVP MOUNTiNG MOUNTING BRACKET, PER BRACKET, PER BRACKET, PER MANUFACTURER f MANUFACTURER 8023b5-4 MOUNTING STRAP ADAPTER, POLE LOWER RFS MAIN CA/P R001900A3 ANTENNA MOUNTING CABLE LADDER- WSH 150003 MOUNT PIPE RFS MAIN OVP G -) MANUFACTURER 12 00 0 OLT140002 6 )E' . I HEX HEAD 8OLT RES MAIN OVP---/ 601730 1 1 (2) Y2'0 -TTiRFADED ROD BRACKET, DOWNTMT, ANTENNA (1116) U-80LJS STAINLESS STEEL, MOUNTING STRAP ,CAM-E LADDER 0 \_MOUNTING RFS MAIN CIVP 601553-1 2 BRACKET, PER 601539--1 MANUFACTURE'R STAINLESS STEEL 8023b5-4 MOUNTING STRAP ADAPTER, POLE LOWER RFS MAIN CA/P R001900A3 4 MOUNTING CABLE LADDER- WSH 150003 BRACKET, T, PER X SPLIT WASHER G -) MANUFACTURER 12 00 0 OLT140002 6 )E' . I HEX HEAD 8OLT RES MAIN OVP---/ 601730 1 1 -, PT EM 601553-1 2 BRACKET, CLAMP 601539--1 ADAPfER, POLE 8023b5-4 I ADAPTER, POLE LOWER R001900A3 4 B' x 7" THREADED ROD o l WSH 150003 12 X SPLIT WASHER G -) NUT150MI 12 )J HEX HEAD NUT 0 OLT140002 6 )E' . I HEX HEAD 8OLT 601730 1 1 BRACKET, DOWNTILT POLE 601735-1 1 BRACKET, DOWNTMT, ANTENNA (1116) WSH950006 2 No' SPLIT WASHER 9 , 140004 2 HEX HFA QYEM-LL. wQjJJ; 10.75 LGS. SABRE CI0--171 (OR EQUNALENT) RFS REMOTE RADIO HEAD----- 0 ANTENNA MOUNT I"WE SABRE CI 0 _171 (OR EQUIVALENT) v VoInnowirele" 3132 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 > z 0 vi 0 U19 z "s a, Uj wY -1 z I 11 I'm mi 7/19/2013 4:02 PM �-IIEETNU.8�1.' C5 EXISTING,, VERIZON "WIRELESS ANTEN Nk' SCHEQUU x ATTACI I AZI MU TH S ANTENNA TYPE ANTENN MOUNT OUNT COAX (QUANTITY) NOTES (COR) (DEG,, N) (C OR) QUANTITY TYPE SIZE (NOMINAL) (P -------------- ANTEL LPD 6513 2 (2) 7/8 "0 TO REMAIN 4' PANEL ANTENNA 7 6' PANEL ANTENNA ry Ef TQ � WIT-I, ANTEL LPA 185063/8CF 2 (2). 5,8.,0 TO BE REMOVED 4' PANEL. ANTENNA / ( EEL! — Z-I 0, 4' PANEL ANTENNA ANTEL BXA70063,/4CF 1 180* (2) 1 - 5/8`0 TO BE REMOVED 4 PANEL ANTENNA ANTEL LPD--7905/4 2 (2) 7/8"0 TO REMAIN 4' PANEL ANTENNA _.. -_ M___� - 4' � �twcc 154' 1 19, ANTEL LPA-- 185090/8CF 2 (3) EXISTING ------ (2) 1-5/8"0 To BE REMOVED 4' PANEL ANTENNA T-BOOMS --------- (3) SEE SHEET' C4 SEE SHEET REFER TO (2) 1 --5/8"0 TO BE REMOVED 4' PANEL ANTENNA 1 4' PANEL ANTENNA FOR COAX DESIGN C4 FOR COAX DESIGN SMR ANTEL LED 6513 2 (2) 7/8`0 TO REMAIN 4' PANEL ANTENNA 255 ANVEL LPA-185063/8CF 2 (2) 1-5/80 TO BE REMOVED 4' PANEL ANTENNA -BXA-7-0-0-,-63-/--4-`C--F— 6' PANEL ANTENNA ASfT (2) 1-5/8"0 TO BE REMOVED 4' PANEL ANTENNA 260' 4' PANEL ANTENNA ------- NOIE� 1, ALL EXISTING AZIMUTHS REFERENCE TRUE NORTH, ANTE 6 2 ALL EXISTING COAX TO REMAIN, 4 ' PANEL ANTENNA �t �A4 L NF W EOtFiF'ME �i COAX TU ETC GRt?4tNDFR PE «�?_.._ ..... ANTENNA INFORMATION REFER TO THE RIF DESIGN. (15) EXISTING VERIZON WIRELESS PANEL ANTENNAS (9 TO BE REMOVED) -cl ' 5 x ti 315 AZWLITHS (DEC -, N) 45' ANTENNA U TH 0 AN 'Y MOUNT TYPE RE COAX (QUANTITY) SIZE (NOMINAL) ESTIMATED, C OAX CARL c MECHAN�CAL DOWN TILT (C OR) �, (P 2 70' /* 7 6' PANEL ANTENNA ry Ef TQ � WIT-I, ( �9' �S) L -T (9cs) C Ok- 225' / ( EEL! — Z-I 0, 4' PANEL ANTENNA 180* WITHOUT ACCESS TO THE #:oil UNRUH am awc-m Of WORK ON THIS PROJECT 'a "V 0 I w /< v) N x 4 4 5 31E, b 5� (3) NEW VERIZON WiREI ESS 4 RRH UNITS Z-3 S60 (9) NEW VERIZON WIRELESS PANEL ANTENNAS 25' Zt (SELL) (1) NEW VERIZON WIRELESS MAIN OVP UNIT C' 013 NEW ANTENNA SECTION 0 SCALE: N.T.S. NORTH 0 Voffzwwireless 3131 SOUTH VAUGHN WAY, S"ATE 550 AURORA,, COLORADO 80018 < > W, z 0 w o 0 > G11 z a s to x q -I Z w, r;m Em ' ATTACH LEVEL AZWLITHS (DEC -, N) ANTENNA TYPE ANTENNA U TH 0 AN 'Y MOUNT TYPE RE COAX (QUANTITY) SIZE (NOMINAL) ESTIMATED, C OAX CARL c MECHAN�CAL DOWN TILT (C OR) �, LENGIH ANTEL BXA-70063 6' PANEL ANTENNA 0, 4' PANEL ANTENNA PANEL ANTENNA _.. -_ M___� - 4' � �twcc 6' PANEL ANTENNA (3) SEE SHEET' C4 SEE SHEET REFER TO 154'-0' 135' 4' PANEL ANTENNA 1 EXISNG T� T--BOOMS FOR COAX DESIGN C4 FOR COAX DESIGN SMR PANEL ANTENNA ANTF.'T 6' PANEL ANTENNA XT ;9c C 260' 4' PANEL ANTENNA ------- ANTE 6 4 ' PANEL ANTENNA I FOR EXACT ANTENNA INFORMATION REFER TO THE RIF DESIGN. 2 ALL NEW COAX SHALL BE INSTALLED ON EXISTING FEEDLINE LADDER, 3. ALL UNUSED COAX SHALL BE REMOVED, 4 CONTRACTOR TO INS1ALL D PLEXERS IN SHELTER AND --- - ------ ON TOWER AS REQUIRES BY RE DESIGN. (IF APPLICABLE) ------------ 'a "V 0 I w /< v) N x 4 4 5 31E, b 5� (3) NEW VERIZON WiREI ESS 4 RRH UNITS Z-3 S60 (9) NEW VERIZON WIRELESS PANEL ANTENNAS 25' Zt (SELL) (1) NEW VERIZON WIRELESS MAIN OVP UNIT C' 013 NEW ANTENNA SECTION 0 SCALE: N.T.S. NORTH 0 Voffzwwireless 3131 SOUTH VAUGHN WAY, S"ATE 550 AURORA,, COLORADO 80018 < > W, z 0 w o 0 > G11 z a s to x q -I Z w, r;m Em VortMwiref"s 3131 SOUTH VAUGHN WAY, SUiTE 550 AURORA, COLORADO 80018 > z 0 w —� 0 iss o o ci 9 X W M 0 4 3 z p~to way N" O*W*ww $&vm*qwAbw DEN WHEATRIDGE ANTENNA CUT SHEET(S) 7/19/2013 4:02 PM =SIIEU =.11.111R, RF2 BXA-185063-8CF-EDIN-X p#pbcv'frw mww A 0* mol ft"tw X-Pot I FEr Panel I 6:r 1 17.0 Mi "Wzor" Ir I v%d%w r I 4' 1 V#MZM s I Vofto VorfMwireless 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 ' 0 — w 0 Z 0 1.0 �j 0 0 LIS > 0 9x t' US t 0 Uj CY B -1 z DEN WHEATRIDGE =Koji ANTENNA CUT SHEET(S) 8XA-70080-6CF-EDlN-X X-P(A I FET Parml I 8tr I 't3, 8d ttwmut I mwo a- I v*rtw I as V** Radiation pattern') Rolston pedems W all afterms am m With the aftenna moUnted on a ftorgloss pole, MourAing an a motel pots wil typicagy impm# tho Frort4o-Seck rate, Ardomw avatlabl* vAth et**r^d comoctom wdv� CF Denotes a Center-Fed Connector, 1850-199.0 MHz vertWwireim 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 0 < > W_ Z --t 18 0 > Z � sra LJ 0 Cy �4 w X L"' 2 _9 Z DEN WHEATRIDGE ANTENNA CUT SHEET(S) mg� r Horizontal !,� ��, COMMSC51PE Product Specifications MM9da ; Nominal Size 1/2 In 1 3/3 In Compatible Diameter, ma)dmium 16.256mm 0.640M Compatitito Diameter, minfmum 13.716mm 0.540in Height MOD Mm I.50 in Length 55.00mm 1 2.17m Width 25.00 at 0.9$ in fletwical specifications DTF effea 0.148 Return Loss effect 0.1 d6 "arw 1*04 dittitis olif 04ow �001;ir MAteAw T*" 2 Madc Engineered plastic 3 10 AjWL644 itao� jtIi44m4ni i0th ooi�abto supoeo a�$ tko� ewo"ght 4006041gI 4044000A how 0004cing j**6atert 40 I'd wlkao*wte� alwitum wo no degradation it"tvo 0000ort In 0001OW04 OV life N*** $01*4 i4 hoot* at 4*0*ht "eo**v I Z _ > 0 W41 a .X fal t'j 0 - j Z HeIght 44,7 cm 1 17.6 In k--. Length 17.7 cm 1 ,0 770777 =-M7 Shipping Weight O.OS k4i 1 0,12 (b Width 39A M I I&S iO DEN WHEATRIDGE Regulatory C*mplionico/Cerfifitations EXISTING COMMUNICATIONS SITE A� WS INSTALLATION PROJECT * 9011 Colw w, A 091h taw All ks LAO Illw44 f 0 - to 0 tow wj Cr*" Qttl, -$-j- Y, *1 co'l 54" tC"0'1r%1fi""A t*kA'&wwwvaw ca - Aax - o tview#or. lasow-.- Aful 1 1,' 1 01 IV VerWiWreless 3131 SOUTH VAUGHN WAY, SUITE 550 AURORA, COLORADO 80018 ## 0 wing"110111tismg itc-1,10100 ANTENNA CUT SHEET(S) INSPECTION RECORD pccuoancvlTvae 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. g INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons "Land sCa p in gl Stemwall / (CEG) Concrete "IRE Final Encased Ground artment Reinforcing or Monolithic Drainage , FIRE AND PUBLICE WORKS & LandsCaping EK PRIOR TO FINAL IN SPECTIONS. * * 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. Weatherproof/ French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNPn ROUGHS Lath / Wall tie Mid -Roof Electrical Service .Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw PRIOR TO OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER l .YS o g ical "Land sCa p in gl "IRE Final artment Drainage , FIRE AND PUBLICE WORKS & LandsCaping EK PRIOR TO FINAL IN SPECTIONS. * * 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 CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type fe l's�.- Job Address _1&7a>g 641 9,1 77-je Avg Permit Number /,b; / P7 w� •� a -_ r!:_ /edi' nw:ii i.. City of Wheat Ridge .� Commercial Miscellan PERMIT - 102197 PERMIT NO: 102197 ISSUED: 09/20/2010 JOB ADDRESS: 10019 W 26TH AVE EXPIRES: 09/20/2011 DESCRIPTION: Install 3 panel antennas and 3microwave dishes * ** CONTACTS * ** owner 303/831 -6134 Paramount Heights gc 303/756 -2160 James Bushfield 02 -2063 Wireless Construction ** PARCEL INFO ** ZONE CODE: C -1 USE: UA SUBDIVISION: 0679 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 30,000.00 FEESS Permit Fee 499.55 Plan Review Fee 324.71 �- Total Valuation .00 Use Tax 540.00 ** TOTAL ** 1,364.26 Conditions: SS: Approved per case #SUP- 10 -08. Zoned C -1. Subject to field inspection. KC: Approved per plans and notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. _ 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 applicat' nd that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic le heat Ridge Or nanc , for work under this permit. Plans subject to field inspection. s nature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from 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. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. S. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revie i ject to field inspections. Signature ofr ie uilding Official date v INS REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. e c e 4 City of Wheatdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303- 234 -5933 Building, Permit Application Date: Plan # D — o3 TU Permit # PropertyAddressv 1001 Al- 20 -c Wly LQ",4 X 215 Property Owner (please print): Para yyl dc iS h Sh,�. (k Phone: %9 • Y31_ 6 Mailing Address: (if different than property address) Address: 1) 70 1 / , rmI n x City, State, Zip: A1b Cortracton: � �.Q Contractors City License #: Phone: V,MIIrVV11H GliLt/IA Electrical: Plumbing: Mechanical: City License # City License # City License # Descrlutio // ofwolrk' i�oCafitsn o{ (5) (�Gtna(an4�naf a / J Contract Value: p �t»ta��di3/7i3 M y! hrj� /5S u1a. s 3o,00n IIIQ Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ U4 t OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed . by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal . owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) ar (AUTHORIZED REPRESENTATIVE of OWNER) (CONTRACTOR) PRINT NAME: PC.j Vwtirt- 4)&4 SIGNATU G� DATE: 9 1 1 &1. rvetl ❑ �o'revlkw rewired � Bldg Valuation: $ ,�f'ti�L� �' 7500 West 29th Avenue 1 1. a 11 City of Wheat Ridge, Colorado 80033 -' Wheat�ge 30 3.235.2846 Fax: 303.235.2857 /J Approval of Special Use Permit WHEREAS, an application for a special use permit was submitted for collocation on an existing telecommunications tower on the property located at 10019 W. 26` Avenue; and WHEREAS, City staff found basis for approval of the special use permit, relying on criteria listed in Section 26 -114 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26 -109 of the Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that a special use permit is granted to allow for collocation of three antennas and three microwave dishes on an existing telecommunications tower at the property located at 10019 W. 26 Avenue and located in the C -1 (Commercial -One) zone district based on the following findings of fact: 1. This request for an administrative Special Use meets all applicable conditions as required by Section 26 -114 of the City of Wheat Ridge Code of Laws. 2. There will be no detrimental effect on health, safety, welfare, or convenience to the public in the area. 3. The special use will not create adverse impacts greater than allowed under existing zoning for the property. 4. There will be no impact on the light, air, or water to adjacent property owners. 5. The special use will not create or contribute to blight in the neighborhood and will not over burden the capacities of the existing streets, parks, schools, and other public facilities and services. 6. No formal objections were received during the 10 -day noticingicomment period. With the following conditions: 1. The special use permit shall be issued to the applicant and may not be inherited. 2. Complete structural analysis will be required at the time of building permit application. q — l� — / b Date AMERICAN YADWIERO .. C© R 0 R A T 1 6 N Structural Analysis Report Structure : 155 ft Pirod Self Supported Tower ATC Site Name : Wheatridge, CO ATC Site Number : 82177 Proposed Carrier Clearwire Corporation APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 211 Q/ o Signed: ~ - % Pian checker Usage 63% Legs, 69% Diagonals, 82% Horizontals Submitted by: Cesar Rojas Design Engineer American Tower Engineering Services 8505 Freeport Parkway Suite 135 Irving, TX 75063 Phone: 972 - 999 -8900 Carrier Site Name : Wheatridge Carrier Site Number : CO- DEN1238 County : Jefferson Eng. Number : 45643121 Date : August 17, 2010 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 211 Q/ o Signed: ~ - % Pian checker Usage 63% Legs, 69% Diagonals, 82% Horizontals Submitted by: Cesar Rojas Design Engineer American Tower Engineering Services 8505 Freeport Parkway Suite 135 Irving, TX 75063 Phone: 972 - 999 -8900 Eng. Number 45643121 August 17, 2010 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 155 ft Pirod Self Supported Tower located at Wheatridge, CO, Jefferson County (ATC site # 82177). The tower was originally designed and manufactured by Pirod (Drawing # 109969 -B dated April 1, 1987). Analysis The existing tower was analyzed using Semaan Engineering Solutions, hlc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. A 5% overstress is allowed in the existing structural members to account for program variances. Basic Wind Speed: 100.0 mph (3- Second Gust) Radial Ice: 50.0 mph (3- Second Gust) w/ 1 /4" ice Standard/Code: TIA/EIA -222 -G / IBC 2006 Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 155.0 4 LPD- 7905/4/102 3 Sector Frames (6)15/8 (13) 7/8 Verizon 3 Antel BXA- 70063/4CF 2 4 Antel LPA- 185063/8CF 2 LPD- 7905/4 3 2 LPA- 185090/8CF 1 Generic GPS 145.0 1 Andrew UHX4 -107 Dish Mount 1 EW90 - 135.0 1 Andrew HP4 -107 Dish Mount 1 EW90 128.0 1 Andrew UHX4 -107 Dish Mount (1) EW90 115.0 3 Andrew VHLPI -220 Dish Mount (6) 3/8 FiberTower Co r oration 102.0 4 RV65- 18 -02DP Sector Frames (6) 7/8 Cricket 2 PCS- 03320 -OD Eng. Number 45643121 August 17, 2010 Page 2 Proposed Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 120.0 3 Dra onWaveHorizonDUO Clearwire Mount (3) 1/2 (2) 2° conduit (9) 5/16 Clearwire 1 Al2R126 1 Andrew VHLP2.5 -11 3 Powerwave P65- 18- XXW2 -R 3 Huawei RRU3702 1 Andrew VHLP2- 23 -1GR The proposed coaxial cables shall be installed inside the tower and on the tower leg with the least amount of coaxial cables currently installed. Otherwise, the proposed coax shall be installed on the tower face with the least amount of transmission lines currently installed. Results The existing 155 ft Pirod Self Supported Tower with the existing and the proposed antennas is structurally acceptable per ANSVFIA -222 Rev G standards. The maximum structure usage is: 63% Legs, 69% Diagonals, and 82% Horizontals. Leg Forces Original Design Reactions Current Analysis Reactions % Of Design Uplift (Kips) 313.6 320.1 75.6* Axial (Kips) 333.6 346.9 77.0* Shear (Kips) 21.4 20.7 71.7* * A 1.35 factor was included in the calculations of the percentages per EIA -222 -G section 15.5.1 The structure foundation reactions resulting from the current analysis do not exceed the ones shown on the original structural drawings or calculations. Therefore, assuming the original foundations were designed correctly, the existing foundation should be adequate to support the new reactions. Therefore, no modification to the existing foundations will be required. G Eng. Number 45643121 August 17, 2010 Page 3 Sway and Twist* Antenna Elevation Sway Twist 120' 0.29 0.07° * Values at 60 mph basic wind speed without ice per EIA -222- G. Conclusion The existing tower and its foundations were found to be adequate to support the existing and proposed antennas with the transmission line distribution as described above while meeting the requirements of the code or standard as specified in this report. If you have any questions or require additional information, please call (972) 999 -8900. Q Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 0 O y O O O O N �. 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J N v=iyy O N C 0 Y _c my y a C ( N y O C C 3U) S 0 o E E c 000 c N E m � _ J q n U ?x X�x 0 G �oU o�OO V mU�oaoV ODU y n oe v�333 SON: O �i A�WWWU1N�n e O O O O O O O o 0 NN"`NfeVNN' F LL•eoeeeeeeee N 3o 10 i v0� E n m ° mom Mme � N e v °o in y ° o in m w o o y w o o m- y O O OI O N 3o 10 i v0� E n m ° mom Mme Site Number: 82177 Location: Wheatridge, CO Code: ANSIITIA -222 Rev G Struct Class : II Exposure: C Topo: 1 Section Forces Copyright Semaan Engineering Solutions, Inc Y 8/17/2010 10:36:04 AM X LoadCase 1.2D + 1.6W Normal 100.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 - Wind Importance Factor: 1.00 Wind Load Factor: 1.60 LoadCase 1.2D + 1.6W 60 dea Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Load Factor: 1.60 100.00 mph 60 deg with No Ice Wind Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1,491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 .673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.73 0.85 1.00 0.00 21.24 67.49. 0.00 3,200.1 0.0 452.57 431.80 884.38 3 50.00 8.57 14.14. 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.69 0.85 1.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.590.851.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 _ 23,810.4 23,810.4 0.0 5,670.73 5,670.73 LoadCase 1.2D + 1.6W 60 dea Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Load Factor: 1.60 100.00 mph 60 deg with No Ice Wind Importance Factor: 1.00 LoadCase 1.213 + 1.6W 90 doa Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Wind Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area A rea Area Weight Weight Force Force Force Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1,491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431.80 884.38 3 50.00 8.57 14.14 18.80 0.00 0.16 2.74 0.85 1.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.69 0.85 1.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.59 0.85 1.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 23,810.4 - 0.0 5,670.73 LoadCase 1.213 + 1.6W 90 doa Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Wind Importance Factor: 1.00 Page 1 100.00 mph 90 deg with No Ice O Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Dr Dr (in) (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.510.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1,491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 .2.730.851.00 0.00 21.24 67.49 .0.00 3,200.1 0.0 452.57 431.80 884.38 Page 1 100.00 mph 90 deg with No Ice O Site Number: 82177 Location: Wheatridge, CO Code: ANSI/TIA -222 Rev G Struct Class : II Exposure: C Topo: 1 Section Forces Copyright Semaan Engineering Solutions, Inc Y 8/17/2010 10:36:04 AM X 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.85 1.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.851.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.590.851.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 2.740.851.00 0.00 22.70 67.49 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.851.00 0.00 21.48 23,810.4 0.0 18.86 23.60 5,670.73 LoadCase 0.9D + 1.6W Normal 100.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 0.00 9.98 0.00 Dead Load Factor: 0.90 2.850.851.00 0.00 5.65 31.77 Wind Load Factor: 1.60 0.00 13.36 0.00 Total Total Ice 7.55 46.36 Wind Flat Round Round Ice Eff Sect Height Area Area Area Sol Thick Area Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf DF Dr (in) (sqft) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 5 90.00 9.70 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 67.49 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.851.00 0.00 21.48 67.49 1 10.00 6.66 18.86 23.60 0.00 0.20 2.59 0.85 1.00 0.00 26.55 67.49 Wind Importance Factor: 1.00 Ice Linear Linear Total Struct Linear Total Area Area Weight Weight Force Force Force (sqft) (sqft) (Ib) Ice (lb) (lb) (lb) (lb) 0.00 1,107.1 0.0 147.16 Dead Load Factor: 0.90 243.05 5.65 390.21 Wind Load Factor: 1.60 0.00 1,491.9 0.0 193.07 Ice 341.19 0.12 534.27 Round 0.00 2,118.2 0.0 228.02 Thick 445.35 Seq (ft) qz (sqft) (sqft) 673.38 Cf Df Dr (in) 0.00 3,109.0 0.0 434.85 2,118.2 455.27 5 90.00 9.70 890.11 17.23 0.00 3,200.1 0.0 452.57 67.49 431.80 3,109.0 884.38 4 70.00 9.20 0.00 3,625.0 0.0 453.84 2.730.851.00 0.00 402.28 67.49 856.12 3,200.1 0.00 4,267.0 0.0 378.49 0.00 361.26 2.740.851.00 0.00 739.75 67.49 0.00 4,891.9 0.0 389.90 14.14 312.62 0.00 702.52 2.690.851.00 0.00 23,810.4 0.0 5,670.73 LoadCase 0.9D + 1.6W 60 den 100.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 0.00 9.98 0.00 Dead Load Factor: 0.90 2.850.851.00 0.00 5.65 31.77 Wind Load Factor: 1.60 1,107.1 0.0 7 130.0 10.48 Total Total Ice 0.00 0.12 Wind Flat Round Round Ice Eff Sect Height Area Area Area Sol Thick Area Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) Wind Importance Factor: 1.00 Ice Linear Linear Total Area Area Weight Weight (sgft) (sqft) (lb) Ice (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1,491.9 0.0 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 5 90.00 9.70 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 67.49 0.00 3,109.0 0.0 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 0.0 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.851.00 0.00 21.48 67.49 0.00 4,267,0 0.0 1 10.00 6.66 18.86 23.60 0.00 0.20 2.590.851.00 0.00 26.55 67.49 0.00 4,891.9 0.0 23,810.4 0.0 Page 2 Struct Linear Total Force Force Force 147.16 243,05 390.21 193.07 341.19 534.27 228.02 445.35 673.38 434.85 455.27 890.11 452.57 431.80 884.38 453.84 402.28 856.12 378.49 361.26 739.75 389.90 312.62 702.52 5,670.73 a Site Number: 82177 CopyrightSemaan Engineering Solutions, Inc Location: Wheatridge, CO V 8/17/2010 10:36:04 AM Code: ANSI/TIA -222 Rev G Struct Class : II X Exposure: C Topo : 1 Section Forces LoadCase 0.9D + 1.6W 90 deg 100.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Page 3 r4 ON 0 Total Total Ice Ice Wind Flat Round Round - Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sqft) sqft) (sgft) Ratio Cf Df Dr (in) (sqft) (sqft) (sgft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1.491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431.80 884.38 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.69 0.85 1.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.59 0.85 1.00 0.00 26.55 67.49 0.00 4,891.9, 0.0 389.90 312.62 702.52 23,810.4 0.0 5,670.73 LoadCase 1.21) + 1.ODi + 1.OWi Normal 50.00 mph Normal with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Of Dr (in) (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2,850.851.00 0.00. 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.87 0.85 1.00 0.00 7.55 46.36 0.00 1.491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 573.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431,80 884.38 3 50.00 8.57 14.14 18.80 .0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2,690.851.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 - 0.20 2.590.85 1.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 23,810.4 0.0 5,670.73 LoadCase 1.2D + 1.ODi + 1.OWi 60 deg 50.00 mph 60 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sgft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sgft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1,491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 . 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431.80 884.38 Page 3 r4 ON 0 Site Number: 82177 Location: Wheatridge, CO Code: ANSIfTIA -222 Rev G Struct Class : II Exposure: C Topo : 1 Section Forces 3 50.00 8.57 14.14 2 30.00 7.69 14.14 1 10.00 6.66 18.86 18.80 0.00 0.16 2.740.851.00 0.00 - 22.70 67.49 0.00 3,625.0 22.00 0.00 0.17 2.690.851.00 0.00 21.48 67.49 0.00 4,267.0 23.60 0.00 0.20 2.590.851.00 0.00 26.55 67.49 0.00 4,891.9 23,810.4 Copyright Semaan Engineering Solutions, Inc Y 8/17/2010 10:36:04 AM X 0.0 453.84 402.28 856.12 0.0 378.49 361.26 739.75 0.0 389.90 312.62 702.52 0.0 (sqft) (lb) 5,670.73 LoadCase 1.21D + 1.013i + 1.OWi 90 deg 50.00 mph 90 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Ice Total Weight Weight (lb) Ice (lb) 31.77 Linear Dead Load Factor: 1.20 Total 46.36 Area Area Weight Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 (sqft) (lb) Total Total Ice 1.107.1 - 46.36 Wind Flat Round Round 0.00 Ice Eff Sect Height Area Area Area Sol Thick Area Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.85 1.00 0.00 9.45 5 90.00 9.70 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.85 1.00 0.00 21.24 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.851.00 0.00 21.48 1 10.00 6.66 18.86 23.60 0.00 0.20 2.590.85 1.00 0.00 26.55 Wind Importance Factor: 1.00 Ice Importance Factor: 1.00 Struct Linear Total Force Force Force 147.16 243.05 390.21 193.07 341.19 534.27 228.02 445.35 673.38 434.85 455.27 890.11 452.57 431.80 884.38 453.84 402.28 856.12 378.49 361.26 739.75 389.90 312.62 702.52 5,670.73 LoadCase 1.OD + 1.OW Service Normal Serviceability - 60.00 Wind Normal Gust Response Factor: 0.85 Ice Total Weight Weight (lb) Ice (lb) 31.77 Linear Linear Total 46.36 Area Area Weight Weight (sqft) (sqft) (lb) Ice (lb) 31.77 0.00 1.107.1 0.0 46.36 0.00 1,491.9 0.0 63.67 0.00 2,118.2 0.0 67.49 0.00 3,109.0 0.0 67.49 0.00 3,200.1 0.0 67.49 0.00 3,625.0 0.0 67.49 0.00 4,267.0 0.0 67.49 0.00 4,891.9 0.0 9.98 23,810.4 0.0 Struct Linear Total Force Force Force 147.16 243.05 390.21 193.07 341.19 534.27 228.02 445.35 673.38 434.85 455.27 890.11 452.57 431.80 884.38 453.84 402.28 856.12 378.49 361.26 739.75 389.90 312.62 702.52 5,670.73 LoadCase 1.OD + 1.OW Service Normal Serviceability - 60.00 Wind Normal Gust Response Factor: 0.85 Ice Linear Area (sqft) Total Weight Weight (lb) Ice (lb) 31.77 0.00 Dead Load Factor: 1.00 46.36 0.00 1,491.9 0.0 63.67 Wind Load Factor: 1.00 0.0 67.49 0.00 3,109.0 0.0 Total Total Ice 0.0 67.49 0.00 Wind Flat Round Round 4,267.0 Ice Eff Sect Height Area Area Area Sol Thick Area Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 4 70.00 9.20 13.46 17.23 0.00 0.16 2.73 0.86 1.00 0.00 21.24 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 2 30.00 7.69 14.14 22.00 0.00 0.17 2.69 0.85 1.00 0.00 21.48 1 10.00 6.66 18.86 23.60 0.00 0.20 2.59 0.85 1.00 0.00 26.55 Page 4 Wind Importance Factor: 1.00 Linear Area (sqft) Ice Linear Area (sqft) Total Weight Weight (lb) Ice (lb) 31.77 0.00 1,107.1 0.0 46.36 0.00 1,491.9 0.0 63.67 0.00 2,118.2 0.0 67.49 0.00 3,109.0 0.0 67.49 0.00 3,200.1 0.0 67.49 0.00 3,625.0 0.0 67.49 0.00 4,267.0 0.0 67.49 0.00 4,891.9 0.0 23,810.4 0.0 Struct Linear Total Force Force Force 147.16 243.05 390.21 193.07 341.19. 534.27 228.02 445.35 673.38 434.85 455.27 890.11 452.57 431.80 884.38 453.84 402.28 856.12 378.49 361.26 739.75 389.90 312.62 702.52 5,670.73 0 Site Number: 82177 Copyright Semaan Engineering Solutions, Inc Location: Wheatridge, CO Y 8/17/2010 10:36:04 AM Code: ANSIMA -222 Rev G Struct Class : II X Exposure : C Topo : 1 Section Forces LoadCase 1.OD + 1.OW Service 60 dea Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Wind Flat Round Round Serviceability - 60.00 Wind 60 deg Wind Importance Factor: 1.00 Ice Eff Sect Height Area Area Area Sol Thick Area Seq (ft) qz (sqft) (sgft) (sqft) Ratio Cf Df Dr (in) (sqft) 8 147.5 10.76 Ice 9.98 0.00 0.13 Linear Linear Total Struct Linear Total Area Area Weight Weight Force Force Force (sqft) (sqft) (lb) Ice (lb) (lb) (lb) fib) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.85 1.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.851.00 0.00 7.55 46.36 0.00 1.491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.851.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431.80 884.38 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 - 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.690.85 1.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26. 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.59 0.85 1.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 23,810.4 0.0 5,670.73 LoadCase 1.OD + 1.OW Service 90 deg Serviceability - 60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice ' Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) 8 147.5 10.76 0.00 9.98 0.00 0.13 2.850.851.00 0.00 5.65 31.77 0.00 1,107.1 0.0 147.16 243.05 390.21 7 130.0 10.48 0.00 13.36 0.00 0.12 2.870.85 1.00 0.00 7.55 46.36 0.00 1,491.9 0.0 193.07 341.19 534.27 6 110.0 10.12 0.00 16.67 0.00 0.14 2.810.85 1.00 0.00 9.45 63.67 0.00 2,118.2 0.0 228.02 445.35 673.38 5 90.00 9.70 12.22 17.23 0.00 0.20 2.600.851.00 0.00 20.27 67.49 0.00 3,109.0 0.0 434.85 455.27 890.11 4 70.00 9.20 13.46 17.23 0.00 0.16 2.730.851.00 0.00 21.24 67.49 0.00 3,200.1 0.0 452.57 431.80 884.38 3 50.00 8.57 14.14 18.80 0.00 0.16 2.740.851.00 0.00 22.70 67.49 0.00 3,625.0 0.0 453.84 402.28 856.12 2 30.00 7.69 14.14 22.00 0.00 0.17 2.69 0.85 1.00 0.00 21.48 67.49 0.00 4,267.0 0.0 378.49 361.26 739.75 1 10.00 6.66 18.86 23.60 0.00 0.20 2.590.851.00 0.00 26.55 67.49 0.00 4,891.9 0.0 389.90 312.62 702.52 23,810.4 0.0 5,670.73 Page 5 Site Number: 82177 Location: Wheatridge, CO Code: ANSIITIA -222 Rev G Struct Class : II Exposure: C Topo : 1 Tower Loading Discrete Appurtenance Properties CopynghtSemaan Engineering Solutions, Inc Y 8/17/2010 10:36:04 AM X Linear Appurtenance Properties Elev From (ft) Elev To (ft) Description No Ice Ic e Pct in Block Spread On Faces Bundling Arrangement Cluster Dia (in) Out Of Zone Spacing Orientation (in) Factor Ka Override Attach 155.0 15/8" Coax 6 1.98 0.82 75 Lin App Block 0.00 N 0.00 Vert Flev 0.00 155.0 Weight CaAa Weight CaAa Len Width Depth 0.00 Orientation Ecc (ft) Description Qty (lb) (sf) (lb) (sf) (ft) (in) (in) Ka Factor (ft) 155.0 Generic GPS 1 1.30 1.000 5.80 0.323 0.417 6.100 6.100 0.80 1.00 0.000 155.0 LPA- 18609018CF 2 7.00 2.100 28.31 2.350 3.950 4.100 5.900 0.80 1.00 0.000 155.0 LPD- 7905/4_3 2 22.10 4.410 52.82 4.403 3.933 9.600 5.100 0.80 0.80 0.000 155.0 Antel LPA- 185063/8CF 4 9.00 3.040 35.11 3.299 3.930 6.600 5.800 0.80 0.93 0.000 155.0 Antel BXA- 70063/4CF_2 3 9.90 5.160 43.74 5.011 3.950 11.20 5.000 0.80 0.74 0.000 155.0 LPD - 7905/4 /102_3 4 22.10 4.410 52.82 4.403 3.933 9.600 5.100 0.80 0.75 0.000 155.0 Sector Frames 3 300.00 14.400 422.66 19.919 0.000 0.000 0.000 0.75 0.75 0.000 145.0 Andrew UHX4 -107 1 170.00 15.860 276.47 16.637 4.000 0.000 0.000 1.00 1.00 0.000 135.0 Andrew HP4 -107 1 170.00 15.860 275.13 16.628 4.000 0.000 0.000 1.00 1.00 0.000 128.0 Andrew UHX4 -107 1 170.00 15.860 275.13 16.628 4.000 0.000 0.000 1.00 1.00 0.000 120.0 AndrewVHLP2- 23 -1GR 1 31.00 4.690 62.62 5.103 2.175 0.000 0.000 1.00 1.00 0.000 120.0 Huawei RRU3702 3 44.00 2.570 60.92 2.392 1.575 14.00 4.700 0.80 1.00 0.000 120.0 Powerwave P65- 18- XXW2 -R 3 32.00 6.060 64.18 5.739 4.000 13.00 3.000 0.80 0.64 0.000 120.0 Andrew VHLP2.5 -11 1 47.60. 8.430 .103.41 8.981 2.917 0.000 0.000 1.00 1.00 0.000 120.0 Al2R126 1 10.00 1.400 12.71 1.716 1.000 12.00 6.000 0.80 1.00 0.000 120.0 DragonWave Horizon DUO 3 7.00 0.200 12.49 0.367 0.392 7.500 7.500 0.80 1.00 0.000 120.0 Clearwire Mount 1 40.00 8.500 50.83 10.801 0.000 0.000 0.000 1.00 1.00 0.000 115.0 Andrew VHLP1 -220 3 20.00 0.990 27.28 1.184 1.000 0.000 0.000 1.00 1.00 0.000 102.0 PCS- 03320 -OD 2 23.00 6.450 71.82 6.139 4.250 13.00 9.200 0.80 0.80 0.000 102.0 RV65- 18 -02DP 4 18.00 4.360 43.63 4.657 4.670 8.000 2.750 0.80 0.67 0.000 102.0 Sector Frames 3 300.00 14.400 419.11 19.760 0.000 0.000 0.000 0.75 0.75 0.000 Totals 47 3079.20 5045.37. Numberof Appurtenances: 21 Linear Appurtenance Properties Elev From (ft) Elev To (ft) Description Qty Width Weight (in) (lb /ft) Pct in Block Spread On Faces Bundling Arrangement Cluster Dia (in) Out Of Zone Spacing Orientation (in) Factor Ka Override 0.00 155.0 15/8" Coax 6 1.98 0.82 75 Lin App Block 0.00 N 0.00 0.00 0.00 0.00 155.0 7/8" Coax 13 1.11 0.52 75 Lin App Block 0.00 N 0.00 0.00 0.00 0.00 155.0 Wave Guide 1 2.00 6.00 100 Lin App Individual 0.00 N 1.00 0.00 0.00 0.00 145.0 EW90 1 1.32 0.32 100 Lin App Individual 0.00 N 1.00. 0.00 0.00 0.00 135.0 EW90 1 1.32 0.32 100 Lin App Individual 0.00 N 1.00 0.00 0.00 0.00 128.0 EW90 1 1.32 0.32 100 Lin App Individual 0.00 N 1.00 0.00 0.00 0.00 120.0 1/2" Coax 3 0.63 0.15 100 Lin App Individual 0.00 N 1.00 0.00 0.00 0.00 120.0 2" Conduit 2 1.98 0.82 100 Lin App Individual 0.00 N 1.00 0.00 0.00 0.00 120.0 5/16" Coax 9 0.32 0.04 75 Lin App Block 0.00 N 0.00 0.00 0.00 0.00 115.0 3/8" Coax 6 0.44 0.08 50 Lin App Block 0.00 N 0.00 0.00 0.00 0.00. 102.0 7/8" Coax 6 1.09 0.33 33 3 Block 0.00 N 0.00 0.00 0.00 Page 6 0 Site Number: 82177 Location: Wheatridge, CO Code: ANSUTIA -222 Rev G Struct Class : II Exposure: C Topo : 1 Force /Stress Summary Copynght Semaan Engineering Solutions, Inc Y 8/17/2010 10:36:04 AM X Section: 1 U1O Bot Elev (ft): 0.00 Height (ft): 20.000 Num Shear Bear Use Shear Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes phi % Controls Shear Bear 50 65 536.85 0 Force Len Bracing % Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) , X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B -12 "BD 2.25" - 324.51 1.21) +1.6W 10.00 100 100 100 24.3 50.0 514.10 0 0 0.00 0.00 63 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE- 4X4X0.25 -15.36 1.2D + 1.6W 14.14 50 50 50113.4 35.7 31.87 0 0 0.00 0.00 48 MemberZ Section: 3 U1O Bot Elev (ft): 40.00 Height (ft): 20.000 Force Fy Fu phit Pn Num Num Shear Bear Use Shear Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG 12B -12 "BD 2.25" 300.66 0.913 +1.6W 60 50 65 536.85 0 0 0.00 0.00 56 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 0 DIAG SAE - 4X4X0.25 14.38 1.2D+ 1.6W 60 36 58 62.86 0 0 0.00 0.00 22 Member Section: 2 1.11O Bot Elev (ft): 20.00 Height (ft): 20.000 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 -11.79 1.2D + 1.6W 90 14.14 phi 36.0 Shear Bear 0.00 Force Len Bracing % Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip)- % Controls LEG 12B- IT'BD2" - 256.631.2D +1.6W 10.00 100 100 100 24.4 50.0 405.89 0 0 0.00 0.00 63 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 -13.40 1.2D + 1.6W 90 14.14 50 50 50 144.1 36.0 19.38 0 0 0.00 0.00 69 Member Z Section: 3 U1O Bot Elev (ft): 40.00 Height (ft): 20.000 Force Fy Fu phit Pn Num Num Shear Bear Use Shear Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) Pn Num Controls LEG 12B -12 "BD 2" 235.41 1.2D + 1.6W 60 50 65 423.90 0 0 0.00 0.00 55 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 50.0 .DIAG SAE - 3X3X0.3125 12.83 1.21) +1.6W 90 36 58 57.67 0 0 0.00 0.00 22 Member Section: 3 U1O Bot Elev (ft): 40.00 Height (ft): 20.000 Page 7 t3 phi Shear Bear Force Len Bracing % Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes ( kip) (kip) % C o n trols LEG 12B -12 "BD 1.75" - 190.28 1.2D + 1.6W 10.00 100 100 100 25.9 50.0 308.87 0 0 0.00 0.00 61 MemberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 -11.79 1.2D + 1.6W 90 14.14 50 50 50144.1 36.0 19.38 0 0 0.00 0.00 60 MemberZ Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG 12B -12 "BD 1.75" 175.69 0.9D +1.6W 60 50 65324.45 0 0 0.00 0.00 54 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 11.26 1.2D + 1.6W 60 36 58 57.67 0 0 0.00 0.00 19 Member Page 7 t3 Site Number' 82177 Copyright Semaan Engineering Solutions, Inc Location: Wheatridge, CO Y 8/17/2010 10:36:04 AM Code: ANSIrrIA -222 Rev G Max Tension Member Struct Class : II Holes Cap(kip) phi X Exposure: C Bear Topo: 1 Force Force /Stress Summary Bracing% Section: 4 U10 Bot Elev (ft): 60.00 Height (ft): 20.000 Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) phi % Controls Shear Bear 50 65 238.50 0 0 Force -.Len Bracing% Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B -12 "BD 1.5" - 141.121.21) +1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 63 Member HORIZ 0.00 0.000 0 0. 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 5.23 1.213 + 1.6W 60 13.79 50 50 50 140.5 36.0 20.36 0 0 0.00 0.00 25 Member Z Page 8 0 Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG 12B -12 "BD 1.5" 128.87 1.2D + 1.6W 60 50 65 238.50 0 0 0.00 0.00 54 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 5.27 1.21) + 1.6W 60 36 58 57.67 0 0 0.00 0.00 9 Member Section: 5 U8 Bot Elev (ft): 80.00 Height (ft): 20.000 phi Shear Bear Force Len Bracing % F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls. LEG 12B -12 "BD 1.5" - 112.051.21) + 1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 50 Member HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 - 5.92 1.213 + 1.6W 60 12.50 50 50 50 127.4 36.0 24.55 0 0 0.00 0.00 24 Member Z Force Fv Fu phit Pn Num Num Shear Bear Use Max Tension Member (kip) toad Ca (ksi) (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG 12B -12 "BD 1.5" 103.11 1.21) + 1.6W 60 50 65 238.50 0 0 0.00 0.00 43 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3X3X0.3125 6.56 1.21) + 1.6W 60 36 58 57.67 0 0 0.00 0.00 11 Member Section: 6 H6.0 Bot Elev (ft): 100.0 Height (ft): 20.000 phi Shear Bear Force Len Bracing % Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts H oles (kip) (kip) % Con LEG SOL -2114 "SOLID - 84.301.21) +1.6W 2.45 100 100 100 52.3 50.0 146.52 0 0 0.00 0.00 57 Member HORIZ SOL - 7/8" SOLID -1.03 1.2D + 1.6W 5.995 100 100 100 328.9 50.0 116 0 0 0.00 0.00 82 Member X DIAG SOL -1 "SOLID -4.40 1.2D + 1.6W 60 6.448 50 50 50139.3 50.0 9.15 0 0 0.00 0.00 48 Member Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (KIP) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) Controls LEG SOL - 2 1W' SOLID 81.36 1.2D + 1.6W 60 50 65 178.92 0 0 0.00 0.00 45 Member HORIZ SOL - 7 /8" SOLID 1.11 1.21) + 1.6W 60 50 65 27.06 0 0 0.00 0.00 4 Member DIAG SOL -1 "SOLID 4.58 1.213 +1.6W 60 50 65 35.34 0 0 0.00 0.00 12 Member Page 8 0 Site Number: 82177 Location: Wheatridge, CO Code: ANSVTIA -222 Rev G Struct Class : 0 Exposure: C Topo: 1 Force /Stress Summary Copyright Semaan Engineering Solutions, Inc Y 8/17/2010 10:36:05 AM X Section: 7 55.5 Bot Elev (ft): 120.0 Height (ft): 20.000 Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap (kip) phi % Controls Shear Bear +1.6W 60 50 65108.24 0 Force Len Bracing % F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % C ontrols LEG SOL- 1314 "SOLID -41.05 1.2D + 1.6W 2.45 100 100 100 67.2 50.0 77.80 0 0 0.00 0.00 52 Member HORIZ SOL -7/8 "SOLID - 0.651.21) +1.6W 5.495 100 100 100 301.5 50.0 1.49 0 0 0.00 0.00 43 MemberX DIAG SOL -718" SOLID - 3.031.21) +1.6W 60 5.989 50 50 50147.9 50.0 6.21 0 0 0.00 0.00 48 Member Page 9 Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG SOL -1314 "SOLID 40.090.91) +1.6W 60 50 65108.24 0 0 0.00 0.00 37 Member HORIZ SOL -718 "SOLID 0.61 1.2D +1.6W 50 65 27.06 0 0 0.00 0.00 2 Member DIAG SOL -718" SOLID 3.31 1.2D + 1.6W 60 50 65 27.06 0 0 0.00 0.00 12 Member Section: 8 V -5.0 Bot Elev (ft): 140.0 Height (ft): 15.000 phi Shear Bear Force Len Bracing % F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL -1314 "SOLID -12.27 1.2D + 1.6W 2.47 100 100 100 67.7 50.0 77.45 0 0 0.00 0.00 15 Member HORIZ SOL -7/8 "SOLID - 0.551.21) +1.6W 5.000 100 100 100 274.3 50.0 1.80 0 0 0.00 0.00 30 Member DIAG SOL -7/8" SOLID -2.08 1.2D + 1.6W 60 5.575 50 50 50137.7 50.0 7.17 0 0 0.00 0.00 28 Member Force Fv Fu phit Pn Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (ksi) (kin) Bolts Holes Cap (kin) Cap(kip) / Controls LEG SOL- 1314 "SOLID .12.05 1.21) +1.6W 60 50 65108.24 0 0 0.00 0.00 11 Member HORIZ SOL -7/8 "SOLID 0.37 1.2D +1.6W 50 65 27.06 0 0 0.00 0.00 1 Member DIAG SOL - 7l8" SOLID 1.79 1.2D + 1.6W 60 50 65 27.06 0 0 0.00 0.00 6 Member Page 9 Page 10 Site Number: 82177 Copyright Semaan Engineering Solutions, Inc Location: Wheatridge, CO Y 8/17/2010 10:36:05 AM Code: ANSVTIA -222 Rev G Struct Class : II X Exposure: C Topo: 1 Support Forces Summary FX FY Fz Load Case Node (k (kip) ( kip) ( -) =Uplift (+) Down 1.OD+ 1.OW Service 90 den 1b -3.21 56.25 -1.74 to 3.78 74.00 2.09 1 -0.39 9.14 -0.35 1.OD+ 1.OW Service 60 den 1b -3.63 -65.91 -2.17 la -2.37 46.27 1.14 1 -0.33 46.53 -2.62 1.OD+ 1.OW Service Normal 1b -1.59 -29.19 -1.26 - 1a 1.59 -29.19 -1.26 1 0.00 85.28 -5.03 1.2D+1.ODi +1.OWi 90 den 1b +1.91 -45.91 -2.72 1a -1.53 73.38 0.78 1 -0.35 14.07 1.93 1.21) +1.ODi +1.OWi 60 den 1b 5.32 55.14 3.12 - 1a -0.24 48.18 -0.09 1 -0.29 48.51 -0.17 1.21) +1.ODi +1.OWi Normal 1b -3.41 -21.10 -2.28 1a 3.41 -21.10 -2.28 1 0.00 83.76 -2.36 0.9D +1.6W 90 den tb - 15.22 - 277.75 -8.27 1a -15.28 293.68 8.52 1 -1.69 8.27 -0.25 0.9D +1.6W 60 deg 1b -17.09 - 320.11 -10.20 1a -9.19 172.04 4.42 1 -1.33 172.27 ... -10.16 0AD +1.6W Normal 1b -8.08 - 159.72 -6.24 1a 8.08 - 159.72 -6.24 1 0.00 343.64 -20.63 1.21) +1.6W 90 deg 1b -15.14 - 275.53 -8.23 1a -15.37 296.79 8.58 - 1 -1.68 11.01 -0.36 1.21) +1.6W 60 den 1b - -17.01 - 317.96 -10.15 to -9.28 174.96 4.48 1 -1.33 175.27 -10.27 1.2D +1.6W Normal 1b -7.99 - 157.32 -6.18 1a 7.99 - 157.32 -6.18 1 0.00. 346.90 -20.74 Max Uplift: 320.11 (kip) Moment: 2,911.13 (ft -kip) 1.21) + 1.6W Normal Max Down: 346.90(kip) Total Down: 32.27 (kip) Max Shear: 20.74(kip) Total Shear: 33.10 (kip) Page 10 Site Number: 82177 CopynghtSemaan Engineering Solutions, Inc Location: Wheatridge, CO Y 8/17/201010:36:05 AM Code: ANSIITIA -222 Rev G Struct Class : II X -. Exposure: C Topo : 1 G Page 11 Page 12 Site Number: 82177 Copyright Semaan Engineering Solutions, Inc Location: Wheatridge, CO Y 8/17/2010 10:36:05 AM Code: ANSI1TIA -222 Rev G Struct Class : If X Exposure : C Topo : 1 Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) Serviceability - 60.00 Wind 60 deg 102.65 0.1851 0.0072 0.2085 114.90 0.2324 0.0067 0.2347 120.00 0.2537 0.0067 0.2842 127.55 0.2868 - 0.0050 0.2563 - .134.90 0.3204 - 0.0042 0.2672 145.13 0.3688 - 0.0039 0.2745 155.00 0.4159 0.0036 0.2751 Serviceability - 60.00 Wind 90 deg 102.65 0.1856 0.0044 0.2082 114.90 0.2330 0.0041 0.2340 120.00 0.2543 0.0041 0.2771 127.55 0.2874 - 0.0058 0.2561 134.90 0.3209 - 0.0049 0.2659 145.13 0.3692 - 0.0045 0.2731 155.00 0.4160 0.0022 0.2746 Serviceability - 60.00 Wind Normal 102.65 0.1869 0.0069 0.2100 114.90 0.2343 0.0062 0.2366 120.00 0.2557 0.0062 0.2852 127.55 0.2888 0.0000 0.2563 134.90 0.3224 0.0000 0.2699 145.13 0.3712 0.0000 0.2773 155.00 0.4187 0.0030 0.2767 100.00 mph 60 deg with No Ice (Reduced DL) 102.65 0.8147 0.0334 0.9208 114.90 1.0240 - 0.0356 1.0382 120.00 1.1182 0.0384 9.2567 127.55 1.2645 - 0.0353 1.1328 134.90 1.4128 - 0.0370 1.1807 145.13 1.6271 - 0.0401 1.2131 155.00 1.8348 0.0420 1.2160 100.00 mph 60 deg with No Ice 102.65 0.8164 0.0335 0.9231 - 114.90 1.0262 0.0358 1.0409 120.00 1.1207 0.0386 1.2601 127.55 1.2673 - 0.0354 1.1359 134.90 1.4160 - 0.0371 1.1840 145.13 1.6310 - 0.0402 1.2165 155.00 1.8393 0.0422 1.2194 100.00 mph 90 deg with No Ice (Reduced DL) 102.65 - 0.8178 0.0203 0.9219 114.90 1.0276 0.0220 1.0370 - 120.00 1.1222 0.0241 1.2298 127.55 1.2688 - 0.0407 1.1360 134.90 1.4174 - 0.0425 1.1798 145.13 1.6319 - 0.0459 1.2122 155.00 1.8396 0.0261 1.2185 100.00 mph 90 deg with No Ice 102.65 0.8194 - 0.0204 0.9240 114.90 1.0297 0.0220. 1.0394 120.00 1.1245 0.0242 1.2327 127.55 1.2715 - 0.0408 1.1387 134.90 1.4204 - 0.0426 1.1826 145.13 1.6354 - 0.0460 1.2152 Page 12 Page 13 CopyrightSemaan Engineering Solutions, Inc Site Number: 82177 X Location: Wheatridge, CO 0.0318 Code: ANSI/TIA -222 Rev G 1.0470 Struct Class : II 0.0000 Exposure: C 1.1924 Topo : 1 0.0389 155.00 1:8436 100.00 mph Normal to Face with No Ice (Reduced 102.65 0.8241 0.0351 114.90 1.0340 1.1361 120.00 1.1284 0.0000 127.55 1.2740 1.2246 - 134.90 1.4227 0.0060 145.13 1.6382 0.2582 155.00 1.8484 100.00 mph Normal to Face with No Ice 102.65 0.8259 0.2493 114.90 1.0364 0.0039 120.00 1.1311 0.2115 . 127.55 1.2771 - 0.0050 134.90 1.4262 0.2397 145.13 1.6424 0.0017 155.00 1.8533 50.00 mph 60 deg with 0.25 in Radial Ice 102.65 0.1701 0.0057 114.90 0.2131 0.2333 120.00 0.2323 0.0000 127.55 0.2622 0.2515 134.90 0.2927 145.13 0.3368 155.00 - - 0.3795 50.00 mph 90 deg with 0.25 in Radial Ice 102.65 0.1692 114.90 0.2121 120.00 0.2314 127.55 0.2612 _ 134.90 0.2913 145.13 0.3349 155.00 0.3770 50.00 mph Normal with 0.25 in Radial Ice 102.65 0.1713 .114.90 _ 0.2145 120.00 0.2340 127.55 0.2633 134.90 .0.2939 145.13 0.3382 155.00 0.3822 155.00 0.0000 Page 13 CopyrightSemaan Engineering Solutions, Inc 0 Y 8/17/2010 10:36:05 AM X 0.0262 1.2214 0.0318 0.9278 0.0335 1.0470 0.0350. 1.2690 0.0000 1.1326 0.0000 1.1924 0.0000 1.2242 0.0389 1.2206 0.0319 0.9303 0.0336 1.0500 0.0351 1.2726 0.0000 1.1361 0.0000 1.1961 0.0000 1.2281 0.0391 1.2246 0.0066 .0.1906 0.0060 0.2140 0.0061 0.2582 -0.0046 0.2330 - 0.0039 0.2429 - 0.0035 0.2493 0.0033 0.2495 0.0039 0.1888 0.0036 0.2115 . 0.0036 0.2492 - 0.0050 0.2309 - 0.0041 0.2397 - 0.0036 0.2460 0.0017 0.2470 0.0063 0.1921 0.0056 0.2156 0.0057 0.2588 0.0000 0.2333 0.0000 0.2455 0.0000 0.2519 0.0028 0.2515 0.0000 0.0000 . 0 clear C super fast mobile internet REV. DIRECTIONS DEPART DENVER INTERNATIONAL AIRPORT ON LOCAL ROAD(S) (EAST) 0.8 MI, BEAR RIGHT (SOUTH -EAST) ONTO RAP AVE, THEN IMMEDIATELY TURN RIGHT (SOUTH -WEST) ONTO NEW CASTLE ST 0.2 MI, BEAR LEFT (SOUTH -EAST) ONTO SNAKES RD 43 YDS, BEAR RIGHT (SOUTH) ONTO LOCAL ROAD(S) 0.7 MI, ROAD 3 NAME CHANGES TO PENA BLVD 0.2 MI, KEEP RIGHT TO STAY ON PENA BLVD 9.5 MI, AT EXIT 1A, TAKE RAMP (LEFT) ONTO I -70 [US -36] 17.5 MI, AT EXIT 267, TURN RIGHT ONTO RAMP 0.2 MI, TURN RIGHT (NORTH) ONTO SR -391 [KIPUNG ST] 2.2 MI, ARRIVE 10019 W 26TH AVE, DENVER, CO 80215 3 3 3 APPROVED F CLEAR WIRELESS SITE NUMBER CO -DEN 1 238A 2006 IBC, IMC, IPC, IPMC, IECC, IFC, IFGC; 2005 NEC; NFPA 99 and ICC /ANSI A117.1 - 2003 NETWORK DEPLOYMENT APPROVED ■/ �■ CQ © I¢ super ft mobk Internet CLEAR WIRELESS, LLC 4400 CARILLON PDINT KIRKL AND, WA 98033 TEL: (425) 216 -7600 FAX: (425) 216 -7900 Subject to Field inspections Wheat Ridge Building Dert. O VO e �V �v p o a A a e g • p �\�A 0 V� 00 o P V p/ 4 F S °� f ( p]an check r JJ RS SITE AQUISHION PROPERTY OWNER DRAWING INDEX T -1 TITLE SHEET Z -1 ZONING A -1 SITE PLAN A -2 DETAILS AND NOTES A -3 EQUIPMENT DETAILS E -1 ELECTRICAL PLAN E -2 GROUNDING PLAN E -3 ELECTRICAL DETAILS 11 ':.1 t 5 YI1. ROVED .I. NPS: ✓1� wet✓, _ Ge Y 2- t �1J1 l f> 6 3 3 3 3 VICINITY MAP PROJECT SUMMARY SCOPE OF WORK: PROPOSED SECTOR ANTENNAS & BACKHAUL ANTENNAS MOUNTED ON AN EXISTING TOWER. EQUIPMENT CABINET WILL BE LOCATED AT BASE OF TOWER ON A RAISED PLATFORM. SITE IS AN ...... UNMANNED TELECOMMUNICATIONS FADUTY. SITE NUMBER: CO- DENT235A ,. SITE ADDRESS: 10019 W 26TH WHF-AT WHEAT RIDGE CO 80215 �Oj Rj TOWER OWNER: ATC ATC SITE NUMBER: 82177 "`��• CONTACT: USA SCHMIDT (214) 415 -8316 SITE ACOU151RON: AMERICAN TOWER CORP., Wheat Ridge 1=1- " =itng Depart ent 116 HUNTNGTON AVENUE - Verl 11T11 FLOOR BOSTON, MA - 02116 APPLICANT: CLEAR WIRELESS, LLC 4400 CARILLON POINT `: BUILGI OFFICIAL I IATE KIRKLAND, WA 98033 LATITUDE: 39.75526000• Validity of permit: The issuance of a permit or approval of pl ns specification LONGITUDE: iG5.11053000• and computations shall not be a permit for, or an approval o , any violation to any of the provisions of the building code 0'0 f any Ci ordinances. ZONING COMMERCIAL Permits presuming to give authority to violate or cncel the Irovisions of the DICTON: OF WHEAT RIDGE ', - Buildin codes or other ordinances of the C' shall n TAX I D: 39 - 39- 284 HEAT g t be valid. TAX A &E CONSULTANT ALIPRO CONSULTING CROUP, INC. 9221 LYNDON 8 JOHNSON FREEWAY, /204 DALLAS, TX 75243 OFFICE: 972 -231 -8893 FAX: 866 - 364 -8375 CONTACT: RAJESH SEHGAL P.E. UTILITY COMPANIES: POWER: XCEL (TEL) (800) 895 -1999 COLORADO ONE CALL V,M'IICALL811.CW Km..m.r.be u. „ , Call b.ro n ma.� A I L P D 0 CONSULTING GROUP, INC. 9221 LMEm a bIInson Fxy Suite 2%, D.11.% TX 75243 PM1mr. 9JT- 231 -8093 Fax: 86fi -3& -8375 .ww'd P.".. ■/ �■ CQ © I¢ super ft mobk Internet CLEAR WIRELESS, LLC 4400 CARILLON PDINT KIRKL AND, WA 98033 TEL: (425) 216 -7600 FAX: (425) 216 -7900 p �p 3 09/tS/10 REV RNAL CD — FINAL CO 1238A 2 07/16/10 REV FINAL CO — PER ATC SITE #82177 1 05/21/10 FINAL ZONING DRAWNGS 0 02/12/10 FINAL CONSTRUCTION 10019 W. 26TH NO. DATE WHEAT RIDGE, CO 80215 SCALE: AS SHONN DESIGNED VO e �V �v p o a A a e g • p �\�A 0 V� 00 o P V p/ 4 F S °� - TIU SHEET RF REVISIONS JJ RS as RFOS .RV RE RS JJ Rs Rs DRAWNGS JR RS RS DRANG NUMBER 'M REV REVISIONS By CHK APP'D T • 3 JJ ACCI JOB# 09 -2700 /d /la `°///1// PROPOSED PANEL ANTENNA LAYOUT �1 SCALE: N.T.S. p -y zaD• 1z0• PANEL ANTENNA CHART (1 A -2 ITEMS LOCATED: GENERAL ANTENNA ORIENTATION 12070 240' - ARE IN THE RED SECTOR THREE (3) SECTOR LABENNC 24070 0'- ARE IN THE BLUE SECTOR OTO 120' - ARE IN THE YELLOW SECTOR \ o" NOTES: LABEL EACH ANTENNA ABOVE THE DOWN -TILT KNOB AND ON THE OWN -TILT OUTER CAP WTH COLORED TAPE, LABEL A; FOLLOWS: RED: RFU_i BLUE: RFU_2 YELLOW RFU_3 ANTENNA & BACKHAUL LABELING 3 SCALE: N.T.S. q_y SECTOR MARKING METHOD MARKING METHOD DEGREE RANGE COLORED BANDS NUMBER OF BANDS 120' TO 240' RED SMALLEST # IN THIS RANGE = R1 P6S 18- XXw2- R65degXX -poi lway single RETPowerwave Al NEXT LAGER # = R2 240' TO 0' BLUE SMALLEST # IN THIS RANGE = 81 Red CO- DEN1238 NEXT LAGER # = 82 0' TO 120F YELLOW SMALLEST R IN THIS RANGE = Y1 -4 Pwr /Fiber NEXT LAGER # = Y2 (MI PI PANEL I PROPOSED BACKHAUL DISH ANTENNA MOUNTED TO TOWER W/ ODU DETAIL z SCALE:N.T.S. A -2 NOTE: AZIMUTH AND DOWN TILT ARE SUBJECT TO CHANGE. CHECK WITH CLEAR VISION AT TIME OF CONSTRUCTION CPS CHART I NW11ML I -- Site ID Antenna MakelModel Sector RAL1CtrAGL(fQ Sector Azimuth EletbicalTilt Line 'Type Color" CO- DEN1238 P6S 18- XXw2- R65degXX -poi lway single RETPowerwave Al 120 0 -5' Pwr /Fiber Red CO- DEN1238 P6544 --XXM] R65de gXX- poiiway4ingieRETPowerwave B1 120 _ 120 -4 Pwr /Fiber Blue CO- E}EN1238 P65- 18- poilwaysingieRETPowerwave C1 120 240 5 Pwr /FiberYeliow Sate Avail MW Rad'Center(s) (ft) AZI (m True Nortb) Antenna Model Antenna Size I MW Vondor Freq,j3;0d (Zal•lz )j Mgdem TYpe I CO-DEN12381 120: 328.596 1 AndrewVKP2 -23 24 '(0:6096m) I Dragonwavo, 1 23 tkio [ CO- DEN12381 i2o 3:39.311 1 Andrew VHLP15 -1135" _EOL 36" (0.9144m)', Dragonwave 1 11 Duo R-2 RUCTURE CLEAR WIRELESS :3) SECTOR T —ARM MOUNT NORTH OF 0' REG ANTENNA SECTOR NA MING a BACKHAUL ANTENNA CHART �� Apo /s SCALE: N.T.S. A -p q -2 ? O Q. mm ees e. (`p CJN stFy ,• Q�e °e�`, $ CIeQf (/��■ O 3 m 04 s 09/15/10 REV FINAL GO -FINAL RF REVISIONS JJ RS RS 11 L L P R 0 .per fast .&e imemtt CO -DEN 1238A 2 07/16/10 REV FINAL GO - PER ARCS JR RS RS A e DETAILS AND NOTES CONSULTINGGROUP,INC. CLEAR WIRELESS, LLC 4400 CARILLON PONT ATC SITE #82177 1 05/21/10 FINAL ZONING DRAWINGS 11 RS RS 1 m aV O .m 9221 LTetlm 0 Jp nw Fmy KIRKLAND. WA 98033 0 02/12/10 FINAL CONSTRUCTION ORAWNGS JR RS RS m eemm. (1 ( DRAWNG NUMBER �V REV Suite 204, Od % a 75215 TEL: (425) 216 -7600 10019 W. 26TH NO. DAIS REMSONS BY CHK APP'D /O N Phme: 972- 231 -6893 Fm: 858 -W6 W75 FAX: (425) 216 -7900 WHEAT RIDGE, CO 80215 A D2 O 3 mmm.dlpry Lcmn SCALE: AS SHOWN DESIGNED JJ ACGI JOB# 09 -2700 NORTH OF 0' PROPOSED FIBER CABLES, POWER CABLES IN MICROWAVE PROPOSED ROUTED INSIDE OF TOWER ABOVER GROUND OUND ETHERNET CABLE ER H -FRAME PER STRUCTURAL ANALYSIS INSIDE 3 EMT CONDUIT FROM EQUIPMENT CABINET 2' -3" I TO TOWER BASE AND ETHERNET CABLE TO ANTENNAS. EXISTING TOWER 1 I PROPOSED CPS ANTENNA l I PROP 12 "X12 "X6" PROPOSED 300 WATT LIGHT JUNCTION UNCTION BOX DE / PROPOSED 72 °X12 " %6° PROPOSED CLEAR DEEP ,MCTION BOX WIRELESS, LUG EQUIPMENT CABINET .N I NEMA 3R 4 -HOUR J PROGRAMMABLE TIMER SWITCH PROVIDED BY CONTRACTOR O 2 1/2" PIPE�� z MIS CABINET z SUPPORT NOT USED 3 SCALE: N.T.S. A -3 o f � n EQUIPMENT PLAN �1 SCALE: ELEVATION r2 _6 NOT USED a SCALE: N.T.S. A -3 SCALE: N.T.S. A -3 PROPOSED CPS ANTENNA PROPOSED GPS ANTENNA PROPOSED CPS ANTENNA \PROPOSED 300 WATT UGHT PROPOSED 300 WATT LIGHT PROPOSED 300 WATT LIGHT PROPOSED CPS ANTENNA PROPOSED 300 WATT LIGHT SITE SUPPORT CABINET SITE SUPPORT SITE SUPPORT SITE SITE SUPPORT METER —Q CABINEF CABINET CABINET CABINETT LECTRICAL DISCONNECT z `ACCE PANEL -- GALV. UNISTRUT DOOR 1 d2. 3/4'C ° TELCO BOX LE1d TO EItlSTiNG o z 2E - z UGHTNING RING - s d3 TES � d 3 TIES - d3 RES o °'� d3 TIES d4 EQUALLY SPACED ^ -en 4 EQUALLY SPACED O d< (4) d4 EQUALLY SPACED ° to (4) d4 EQUALLY SPACED CON CRETE PIER ->�- 1' -6" CONCRETE PIER 1 6' ' V-6" 44 CONCRETE PIER CONCRETE PIER l�� METER AND DISCONNECT SWITCH H —FRAME CABINET MOUNTING DETAIL 1 1 SCALE: " — 1/2"=1 ' -0 A -3 CABINET MOUNTING DETAIL CABINET MOUNTING DETAIL TING DETAIL s SCALE: 3116" =1' -0" p_y SCALE: 1/2 " =1' -0" A -3 SCALE: 1/2' =1' -0' p -3 " �C4 QCdL ao Vie Mr © e e Y d REV FINAL CD - FINAL RF RENSIONS JJ RS RS 2 REV FINAL GO - PER FIFES JR RS RS L L P R 0 ' "P" `4R noble In`""M CO —DEN 1238A ® e EQUIPMENT DETAILS 1 E.A FINAL ZONING DRAWNGS JJ RS RS CLEAR WIRELESS, LLC ATC SIl'E #82177 FINAL CONSlRUC11CN DRAWNGS JR RS RS CONSULTING GROUP, INC. 9221 Leda B Jhn Fwy 4400 CARILLON POINT KIRKAND, WA 980D3 •ww4 DRAWING NUMBER REV N0 REVISIONS BY CNK APP'D Suite 204, DWlus, TX ]5241 Phanc 9]2 -23 8E6- d6Y8A5 1- BE19Fa 8 TEL: (425) 216 - ]600 FAX: (425) 216 -]900 10019 W. 26TH WHEAT RIDGE CO 80215 aew w\�� SCALE: AS SHOWN pESIGNEp JJ ACGI JOBq 09 -Z]00 w .dl5 mc gi. , V y A — 2 L C ELECTRICAL PLAN �1 SCALE: 1 " =60' E -1 owwftnoo ALLPRO CONSULTING GROUP, INC. 9221 LMft 9 John Fey Suite 204, Oo9oe, U 7520 Mme: 972- 231 -6993 Fo. 656- 364-9375 clear super fart mobile iMemet CLEAR WRELESS, LLC 4400 CARILLON PONT KIRKLAND, WA 96033 TEL: (425) 2t6 -7600 FAX: (425) 216 -7900 CO- DEN1238A 2 3 0 GENERAL SPECIFICATIONS: REV FlNAL CD — FlNAL W REMSIONS J JJ R 1. WRING SHALL BE AWC STRANDED COPPER NTH 7HHN OR EOUILVANT INSULATION. 012 MINIMUM INSTALLED RS T ll r IN 1/2" MINIMUM CONDUIT. SIGNAL WRING SHALL BE INSULATED 022 AWG. NO BX OR ROMEX CABLE IS 2 W W/16/10 f PERMITTED. CONDUITS SHALL BE SURFACE MOUNTED. R R RS M 2. WRING DEVICES AND EQUIPMENT SHALL BE UL USTED SPECIFICATIONS GRADE, 05/21/10 F 3. MATERIALS SHALL BE NEW AND CONFORM TO THE APPUCABLE STANDARDS ESTABLISHED FOR EACH ITEM RS o BY THE ORGANIZATIONS USTED BELOW. 0 0 02/12/10 F - AMERICAN SOCIETY FOR TESTINGMATERIALS (ASTM) JR R RS e - UNDERWRITER'S LABORATORY (UL) - NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) - AMERICAN STANDARDS ASSOCIATION (ASA) - NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) " 4. INSTALLATION OF MATERIALS SHALL COMPLY NTH REGULATIONS OR - THE NATIONAL ELECTRICAL CODE (NFPA 70) (E) METER RACK, CLEAR WRELESS - THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C -2) TO LOCATE 1OOA METER & DISCONNECT r - THE LIFE SAFETY CODE (NFPA 101) IN AVAILABLE SPOT - LOCAL BUILDING CODES 5. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKNUTS AND BONDING NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTOR. RECEPTACLES AND EQUIPMENT BRANCH CIRCUITS SHALL BE i. GROUNDED WTH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUITS CONDUIT PROPOSED CLEAR WIRELESS , 3' -2' BURIED CONDUIT FROM NEW 6. CUTLET AND JUNCTION BOXES SHALL BE ZINC - COATED OR CADIUM PLATED STEEL NOT LESS THAN 4" METER &DISC. ON (EJ GANG ��• SQUARE AND SUITABLE FOR THE TYPE SERVICE AND 000TLET. OUTLET AND JUNCTION BOXES SHALL BE METER BANK TO CLEAR SURFACE MOUNTED AND LABELED WTH BRANCH CIROIIT BREAKER NUMBER. WRELESS CABINET (1) -2" SCH. 40 PVC (POWER) I 7. LABEL ALL EQUIPMENT SERVED FROM CLEAR WRELESS, LLC PANELBOARD NTH PHENOLIC LABELS 51ZED IN RELATION TO USAGE. PROVIDE E PULL BOX AS - E REQUIRED BY NEC. �I 1c! B. INDOOR CONDUCTORS SHALL BE INSTAUEO IN EMT UNLESS NOTED OTHERWSE. OUTDOOR CONDUCTORS COORDINATE NTH LOCAL SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS NOTED OTHERWSE. WHERE EMT IS USED. IT UTILITY COMPANIES. J SHALL BE WTH ONLY USTED COMPRESSION FITTINGS. NO SET SCREW FITTINGS SHALL BE ALLOWED. 1 ._ 9. CONTRACTOR TO PROVIDE AND INSTAL ENGRAVED LABEL ON THE CLEAR NRELESS, LLC METER SOCKET PROPOSED CLEAR WRELESS f — ENCLOSURE. EQUIPMENT CABINET ON H —FRAME r PROPOSED 5 —0" X LEASE AREA AREA C ELECTRICAL PLAN �1 SCALE: 1 " =60' E -1 owwftnoo ALLPRO CONSULTING GROUP, INC. 9221 LMft 9 John Fey Suite 204, Oo9oe, U 7520 Mme: 972- 231 -6993 Fo. 656- 364-9375 clear super fart mobile iMemet CLEAR WRELESS, LLC 4400 CARILLON PONT KIRKLAND, WA 96033 TEL: (425) 2t6 -7600 FAX: (425) 216 -7900 DRAWING NUMBER 10019 W. 26TH N0. DATE REVISIGNS BY CHK co Ec WHEAT RIDGE. CO 80215 SCALE: AS SHOWN DE91GNE0 JJ ACGI "# 09 -27 o — 1 6'fc� CO- DEN1238A 2 3 0 09/15/10 R REV FlNAL CD — FlNAL W REMSIONS J JJ R RS R RS T ll r TM IL 2 W W/16/10 f flEV FlNAL CD - PER R OS R R R RS M 05/21/10 F FlNAL ZONING GRAN rvGS R RS o 0 0 02/12/10 F FlrvAL CONSiRUC ➢ON DRAWINGS J JR R RS e M l I MOUNT DISH UPPER GROUND BAR ATTACHED DIRECTLY TO TOWER 'NTH BANDING (E) STRUCTURE LOWER GROUND BAR #2 SOLID TINNED COPPER WIRE TOWER GROUND RING PIPE MOUNT PANEL ANTENNA RRU JUMPER CABLE COAX GROUND KIT COAX LINE TO MW ' FIBER UNE TO RRU COAX GROUND KIT GPS FILE BRIDGE BRIOG POST GROUNDING DIAGRAM SCALE: N.T.S. E -2 5/8 ° 0x8' COPPERCALO ROD (TYP.) NOTE: CONTRACTOR TO VERIFY THAT RESISTANCE TO EARTH DOES NOT EXCEED 10 OHMS, 10 TIE TO PROPOSED EQUIPMENT GROUND RING PROPOSED 5/8 ° X8' -0 GROUND ROD SEE DETAIL 4/E -4 (TYP. OF 4) GROUND TELCO GROUND BAR INSIDE CABINET GROUND EACH H -FRAME LEG (TYP. OF 2) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ POST #2 BARE SOLD GROUND NEW EQUIPMENT WIRE (TYP. U.N.O.) GROUND RING I -#4 AWG GEC METER/ DISCONNECT TELCO GROUND BAR INSIDE CABINET L�1 (E) TOWER GROUND RING PIPE STRINGERS PROPOSED GROUNDING ELECTRODE CONDUCTOR LOOP GROUND CABLE RUN BELOW GRADE 8'x5/8 ° 0 COPPER CLAD, STEEL GROUND ROD. EXOTHERMIC CONNECTION OF GROUND CABLE TO GROUND ROD SUBGRAOE GROUNDING CABLE TO CABLE CONNECTION USING EXOTHERMIC PROCESS. GROUND ROD TEST WELL TYPICAL GROUNDING PLANr2 SCALE: 1 /8 " =1' E-2 GROUNDING SPECIFICATIONS: 1) GROUNDING IS REQUIRED FOR FACILITIES AND STRUCTURES TO REDUCE THE HAZARDS OF ELECTRICAL SHOCK TO PERSONNEL, PROTECT WIRING AND COMPONENTS FROM DAMAGE, REDUCE LONGITUDINAL CURRENTS AND REDUCE NOISE. 2) GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. 3) SURFACE CONNECTORS SHALL BE MADE TO BARE METAL. PAINTED SURFACES SHALL BE FILED TO ENSURE PROPER CONTACT. APPLY NON - OXIDIZING AGENT TO CONNECTIONS. 4) GROUNDING CONDUCTORS SHALL BE RUN THROUGH PVC SLEEVE WHERE ROUTED THROUGH WALLS, FLOORS, AND CEILING. SEAL BOTH ENDS OF CONDUIT WITH SIUCONE CAULK. 5) EXOTHERMIC WELDS SHALL BE INSTALLED IN ACCORDANCE PATH MANUFACTURER'S RECOMMENDATIONS. ALL CONDUCTORS USED IN THE GROUND RING AND GROUND RING STUBS SHALL BE #2 SOLD WIRE. ALL STUBS SHALL BE CONNECTED TO THE GROUND RING USING EXOTHERMIC WELDS WITH TAC 2 BY 2 MOLDS AND #90 WELD METAL GROUND RING INSTALLATION' 1) THE TRENCH FOR THE GROUND RING SHALL BE A MINIMUM OF 2' FEET DEEP OR BELOW THE FROST UNE. 2) THE TRENCH SHALL BE INSTALLED AROUND THE CLEARWIRE EQUIPMENT PLATFORM AND TO THE TOWER WHERE THE BOTTOM BUSS BAR WILL BE INSTALLED. 3) ONCE ALL THE DIRT IS REMOVED FROM THE TRENCH, THE GROUND RODS WILL BE SPACED AT A MINIMUM OF 6' APART FROM EACH OTHER. THE GROUND RODS PALL BE DRIVEN INTO THE GROUND TO A MAXIMUM OF 6" ABOVE THE GROUND AT TRENCH LEVEL. THE TOP OF THE GROUND ROD MUST BE 1' 6" BELOW GRADE. 4) AFTER THE GROUND RODS HAVE BEEN INSTALLED, MAKE A MEASUREMENT AND CUT FOR THE #2 WIRE TO BE INSTALLED FOR THE GROUND RING ENSURE THE #2 WERE IS LONG ENOUGH TO MAKE A CONTINUOUS RUN FOR THE GROUND RING. 5) THE GROUND RING MUST BE ONE WIRE AND SHOULD ONLY BE EXOTHERMICALLY WELDED AT THE END OF THE GROUND RING. 6) START AT ONE OF THE GROUND RODS PREMOUSLY INSTALLED AND MAKE AN EXOTHERMIC WELD CONNECTION BETWEEN THE GROUND ROD AND THE #2 WIRE. CONTINUE THIS STEP UNTIL ALL GROUND RODS HAVE BEEN CONNECTED TO THE #2 PARE FOR THE GROUND RING. 7) ONCE YOU HAVE MADE A CONTINUOUS RUN WITH THE #2 WRE FROM EACH GROUND ROD AND BACK TO WHERE YOU MADE THE FIRST CONNECTION OF THE GROUND ROD, OVERLAP THE #2 WIRE BY 1' AND SPLICE THE #2 WIRE TO ITSELF NTH A 2 TO 2 EXOTHERMIC WELD" MOLD. THIS SHOULD BE THE ONLY SPUCE MADE WITHIN THE GROUND RING. 8) AFTER THE GROUND RING HAS BEEN INSTALLED YOU WILL NEED TO MAKE ADDITIONAL MEASUREMENT FOR THE SINGERS THAT WILL BE CONNECTED TO THE GROUND RING AND BROUGHT OUT ABOVE GRADE, SINGERS WILL BE BROUGHT OFF THE GROUND RING TO THE FOLLOW LOCATORS TO BE CONNECTED TO THE FOLLOWING. A) TWO OPPOSITE CORNERS OF THE PLATFORM H) TWO STINGERS FOR TELCO BUSS BAR LOCATED INSIDE THE CLEARWIRE CABINET C) THE SIDE OF THE TELCO ENCLOSURE LOCATED ON THE CLEARWIRE CABINET 0) ONE STINGER AT EACH PIPE INSTALLED FOR THE CABLE BRIDGE E) TWO STINGERS FOR THE MGB LOCATED AT THE BASE OF THE TOWER GROUND RING CONNECTIONS: 1) GROUNDING CONNECTORS SHALL BE MADE USING EXOTHERMIC WELDS UNLESS NOTE OTHERWISE. 2) CLEAN SURFACES TO SHINNY METAL WHERE GROUND WIRES ARE EXOTHERMICALLY WELDED TO GALVANIZED SURFACES. TREAT ALL EXOTHERMIC WELDS WITH A GALVANIZING PAINT OR TOUCH UP NTH GALVANOX OR EQUIVALENT. 3) PRIOR TO INSTALLING LUGS ON GROUND WIRES AND /OR TO MAKING ANY OTHER MECHANICAL CONNECTIONS, APPLY GALVANOXOOR EQUIVALENT. PRIOR TO BOLTING GROUND 'WIRES TO GROUND BARS, APPLY GALVANOX®OR EQUIVALENT. 4) CONNECTIONS SHALL BE MADE WITH STAINLESS STEEL BOLTS, NUTS, AND LOCK WASHERS 3/8" DIAMETER MINIMUM. 5) WHERE BARE COPPER GROUND WRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING, INSTALL WIRE IN 1/2" PVC SLEEVE, FROM I" ABOVE GRADE AND SEAL TOP WITH SILICONE MATERIAL 6) PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOMNG ALL PAINT AND CORROSION DOWN TO SHINNY METAL FOLLOWING CONNECTION, APPLY APPROPRIATE ANTIOXIDIZATION PAINT. 7) GROUNDING WIRE CONNECTIONS SHALL BE 3 -CRIMP C -TAP COMPRESSION TYPE (ABOVE GRADE COMPRESSION FITTINGS) OR EXOTHERMIC WELDS. SPLIT BOLTS ARE NOT ACCEPTABLE. 8) CONNECTIONS SHALL BE CRIMPED USING THE PROPER HYDRAUUC CRIMPING TOOL 9) ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS, FRAMES OR EQUIPMENT, AND WHERE EXPOSED FOR GROUNDING CONDUCTOR TERMINATION SHALL BE PERFORMED UTUZING TWO HOLE BOLTED TONGUE COMPRESSION TYPE NTH STAINLESS STEEL SELF- TAPPING SCREWS. �h f Q�Q a e• A L L P R 0 CONSULTINGGROUP, INC. 9P21 LMJm 6 M1 Fry Suite 204, Ddla,s, TX ]5243 7 PM1ane: 912- 2 wwofl 3 FOC 866- 364 -63]5 xr.allprocgi.cOn clear © super l mobile i memel WIRELESS, LL C 4400 CARILLON P01NT KIRKLAN WA 96033 5 TEL: (25) 216 -7600 FA %: (4425) 216 -7900 CO- DEN1238A ATC SITE #82177 10019 W. 26TH WHEAT RIDGE, CO 80215 °' ° A R GROUNDING RA & DIAGRAM 3 09/15/10 REV FINAL CD —FINAL RF REVISIONS JJ RS RS 2 07/16/10 REV FINAL CO — PER RFD$ JR RS 05/21/10 FINAL ZONING DRAWN JJ fl5 0 02/12/10 DR FINAL CCNSTROC ➢CN ORAN1NG5 JR RS 4RS IN ORANG NUMBER PEV No. OATS PENSIONS BY CHK L E arl GG 3 SCP1E: AS SHOWN DESIGNED JJ ACGI .109# 09 -27 1/d/0 C (Idl ( 0 FINISHED GRADE, AC GENERAL NOTES: EXOTHERMIC CONNECTOR H -FRAME (2) 2 AWG BARE SOLID GROUND BACKFILL (SAND OR NATIVE PAVING MATCH SLOPE AND NG 00 OF SOIL) PER ASTM STANDAA05 EYJSPNG CONDITp4s / ^/\\ 1. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DELVER ALL PERMITS TO CLEAR WREL LEADS EXOTHERMICALLY WELDED UNDISTURBED SOIL 2. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING SCHEDULE E TO FROM THE GROUND RING WILL COMPACTED BACKFILL HORIZONTAL STEEL SURFACE TIHaOUGH cA F TO GROUND ROD AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. BE USED TO GROUND THE 'S, -. W /SATISFACTORY NATIVE TO FLAT SIR SURFACE THROUGH CABLE TO TOP pgRAUE1. HORIZONTAL CDNDUCTORS OF GROUND ROD VERPCU STEEL SURFACE 3. REDLINED AS- GUILTS ARE TO BE DELIVERED TO CLEAR 'MRBESS, LLC REPRESENTATIVE. PLATFORM. THE PLACEMENT OF THESE LEADS WILL BE IN THE - OR IMPORTED $OIL � - (� OR HORIZONTAL PIPE PARALLEL PIRWCH CONNECTION TYPE GT CABLE DOWN AT 45' PCAL TYPE NS 4. PROVIDE TWO COPIES OF OPERATOR AND MAINTENANCE MANUALS IN THREE -RING BINDER. MANNER TO ELMINAff A 1 = ` UTILITY WARNING U NG 6 HORIZONTAL CABLES STEEL SURFACE INCLUDING PIPE POTENTIAL TRIP HAZARD. SEE b5f,, TYPE PT TYPE VS 5. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SYSTEM, TELCO SYSTEM, AND THE GROUNDING SYSTEM CIEARWE CONSTRUCTION INSTA GUIDE PAGE 23 TAPE • '' FOR TRENCHING O AS SHOWN ON THESE DRAWINGS. 6. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH All APPLICABLE BUILDING CODES AND IN FOR PROPER NSTAUATI N O. SEE DETAIL 325 0 0 0 LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER AND SHALL BE SUBJECT TO APPROVAL BY CLEAR 1/2 SEAL TIGHT -POWER CONDUIT WREIESS, LLC REPRESENTATIVE. W/ FLEX HOSE WHERE APPUCABIE COPPER LUGS CONDUCT A PRE - CONSTRUCTION STE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. COORDINATE SIZE VERTICAL PIPE BOND JUMPER MPER L TWO HOLE -LONG BARRE REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. GRADE AND TYPE WITH JOINT SERVICE TRENCH BURIED CONDUIT L OCAL UTU tt CABLE DOWN AT 45' TO RANGE RED FABRICATED T01014-2 T01014-2 OF VERTICAL PIPES Glgg ¢ lfirpop 8. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY ELECTRIC INSUL REMOVED AREA. " 9. REMOVE DEBRIS ON A DAILY BASIS DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY PLATFORM GROUNDING DETAIL TYPICAL TRENCH SECTION 1-2\ SCALE: N.T.S. E_3 TYP. CADWELD TYPES SCALE:N.T.S. E_3 OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALL BE COORDINATED MTH THE SITE OWNERS REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE SCALE:N.T.S. E _ 3 PROPERTY AND DISPOSED OF LEGALLY. USE OF THE PROPERTY'S DUMPSTER IS PROHIBITED. 10. CONTRACTOR TO CONFIRM AVAILABLE CAPACITY AT EXISTING UTILITY PEDESTAL AND ADVISE ENGINEER OF NOTE: FIELD VERIFY EXACT LOCATION OF 1) All GROUNDING DEVICES SHALL BE ILL APPROVED OR LISTED FOR THOR INTENDED USE. SERVICE SIZE AND FAULT CURRENT LEVEL, UTIUTY SERVICE MAX. #3 CONDUCTOR 2) ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING 11. IF PEDESTAL DOES NOT HAVE ADEQUATE CAPACITY, CONTRACTOR TO SUBMIT COST QUOTAION TO LENGTH OF 350' FROM EXISTING UTIUTY LEADS WITHIN MANUFACTURE'S SPECIFICATIONS. UPGRADE. UPON APPROVAL OF SUBMITTED COST OUOTATON, THE CONTRACTOR SHALL PROVIDE NEW SERVICE TO LOAD CENTER. 3) HARDWARE (I.E. NUTS, BOLTS, WASHERS, ETC) IS i0 BE STAINLESS STEEL SERVICE AND /OR UPGRADE SERVICE. FEEDERS AND EQUIPMENT /ELECTRODE GROUNDING CONDUCTORS 51ZE 4) HARDWARE AND WARES IS SITE SPECIFIC AND SHALL BE CONTRACTOR SUPPUED. ACCORDINGLY. EXISTING UTILITY SERMCE 5) THE CONTRACTOR -HALL PROVIDE THE FOLLOWING GENERAL MATERIALS: 12. CONTRACTOR SHALL VERIFY SEPERATION DIMENSION BETWEEN POWER COMPANY ELECTRICAL CONDUITS AND 120/24OV, 1PH, 3W A) GROUND WIRES SHALL BE 12 SOLID PARE UNLESS NOTED OTHERWISE LP GAS PIPES AS PER UTIUTY COMPANY. LOCAL CODES, NEC. NAPA, AND GAS TANK MANUFACTURER'S B) 1/2' PVC SLEEVE SPECIFICATION, C) SIUCONE MATERIAL 13. CONTRACTOR SHALL VERIFY THAT THE TOTAL NUMBER OF SERVICE ENTRANCE DISCONNECTS IN THE 3 -#3 AWG IN D) GROUND RODS SHALL BE COPPER CLAD STEEL 5/8" X 8 (3/4" FOR CLASS 1 OR CLASS 2 EXISTING UTILITY COMPANY PEDESTAL MUST NOT EXCEED SIX. IF THE NEW SERVICE ADDED EXCEEDS THIS 2" CONDUIT REQUIREMENTS) SPACED NOT LESS THAN 10" O.C. (75' RAO CENTER OR LOWER USE 5/8 ", FOR VALUE, CONTRACTOR MUST COORDINATE IWTH THE UTIUTY COMPANY AND AUTHORITY HAVING JURISDICTION. LESS THAN 76' USE 3/4 ") THE RUNNING OF AN ADDITIONAL EXCLUSIVE AND DEDICATED SERVICE LATERAL SET FOR THE NEW LOAD ANTENNA E) STAINLESS STEEL BOLTS, NUTS, AND LOCK WASHERS 3/8 DIAMETER MINIMUM ADDED TO THE COMPOUND AS PER NEC ARTICLE 230 -2(B). METER 1OOA Q F) GALVANOX(D OR EQUIVALENT 14. RRU N MALE G) TWO HOLE BOLTED TONGUE COMPRESSION THE EQUIPMENT /PROTECTIONS MUST BE RATED FOR STANDARD AIC RATE HIGHER THAN INCOMING EQUIPMENT AND /OR UTIUTY COMPANY AIC RATE. CONNECTORS H) STAINLESS STEEL SELF - TAPPING SCREWS BREAKER DISCONNECT 25OV, 3 -13 AWG IN 1) GROUND BARS (SECTOR, COLLECTOR, MASTER) SHALL BE BARE ERITECH 1 /4'X2'XIO" COPPER; LARGE I DOA, 1P Si NEMA 3R, CLASS 2' CONDUIT A DR. ° R', 9IIIII �NIIIIIIII ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUND CONNECTIONS. SUB -CLASS 100K DIN MALE 6) THE HARDWARE SECURING THE MGB SHALL ELECTRICALLY INSULATE THE MGB FROM ANY STRUCTURE TO WHICH IT A/C CONNECTORS IS FASTENED. 7) ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS AWG WG GEC POWER SHALL BE PVC TYPE (NON- CONDUCIVE). = JUMPERS 8) DO NOT USE METAL BRACKETS OR SUPPORTS WHICH FORM A COMPLETE RING AROUND ANY GROUNDING PANEL ANTENNA 3- #3 AWG, 1 -#8 GNO CONDUCTOR. IN 2" CONDUIT JUMPERS ECEP RECEPTACLE FOR COMBINED CON GENERATOR CONNECPOY O GENERATOR POWER @ FIBER FIBER CABLE BOTTOM VIEW - LOAD CENTER 25OV, OF RRU 3 RR %POWER NEMA 3R, IPH ONE LINE DIAGRAM X ANTENNA DETAILS rs SCALE: N . T.S -3 SCALE: N. T. S. E-3 FIBE POWER R FIBER LOCKWASHFR CABLES MULPMOOE FIBER OPTICS SHm (TYP.) ( GPS ANTENNA " '1/Y HEX BOLT SI MIESS STEEL NUT HARDWARE (m TWO flUl — COPPER GROUND BAR G CABLE COJPRESRON t8' IAN x' hilt HIS TERMINAL SFX 500 1/2" COAX MOUNDING %POSED BARE COPPER TO RE BFVATM GROUND BAR �� () PARE KEPT TO ABSOLUTE MINIMUM, NO 6' Nu SECTION'A -A' INSULATION AILOWEO %TIN THE COMPRESSON TERMINAL(TYPJ E DC POWER CABLE NOTE: pixxc CRt HERNET SWITCH 1. 'OOUSUNG UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. Mouem LOOP ALEN TO 91EET E -2 FOR NUMBER MO 2. OXIDE INHIBITING COMPOUND TO BE USE) AT ALL LOCATIONS AND STE 0' CONNECT106 TO BE APPUED PRIOR TO ADDING HARDWARE mPPmO.N STEEL mwND �✓O) 5 /6'IR -0'LONG AC TYPICAL GROUND BAR k44 LING DETAIL B CONNECTION DETAILS s GROUND ROD DETAIL r7 Q E -3 SCALE:N.T.S. E -J SCALE:N.T.S. E_3 • 5H H �0 ��: clear i e 3 09/15/10 REV REV FINAL CO - FlNP RF REM90NS RS R A L L P R 0 5Y r fart mobile intemot CO -DEN 1238A V 4 7004 2 07/16/10 REV RNPL OJ - PER RFOS JR RS RS CLEAR IWRELdSS, LLC ATC SITE #82177 Soy° 1 05/21/10 FINAL ZONING ORANNGS JJ RE RS 0 02/12/10 FINAL CONSTRUCTION ORAWNGS JR RS RS CONSULTING GROUP, LNG. 9221 LY+4m B Johnson Fwy 4400 CARILLON POINT KIRKLAND, WA 98033 o Y Q • ° °000000° Suite 204, OWN% TX 75243 TEL: (425) 216 -7600 10019 W. 26TH NO. DATE REMSIONS BY CHK APP'D s Y1 ^' ORAWNG NUMBER REV C�2 3 PNme: 972 -DI -8693 Fm: 866- 364-8375 FAX: (425) 216 -7900 WHEAT RIDGE, CO 80215 �\ O - /O N wxw.tllproc9icmn SCALE: AS SHOWN OEBCNEO JJ ACCI JOS# 09 -2]00 L J C (Idl ( 0 City of Wheat Ridge roooor Commercial Fence PERMIT - 100999 PERMIT NO: 100999` ISSUED.: 04/20/2010 JOB :ADDRESS: 10019 W 26TH :AVE EXPIRES: 10/17/2010 DESCRIPTION:. Bedding Plant :sales. **'CONTACTS OWNER 303/232-8249 Bob Gold ten " 303/232-8249 Richard Garramone PARCEL INFO ZONE CODE: C-1 USE: 'UA SUBDIVISION:: 0679 '.BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 500.90 FEES Permit Fee 30.55 Total Valuation .00 Use ;Tax 9.00y TOTAL 39.55 N Conditions:: MR: OK per site plan. Must `maintain 55' sight obsturction triangle. 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 r 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.. applica le Whea Ridge Ord' ances, for work under this permit. Plans subject to field inspection. 41-,20-0 .:Signature of contractor owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city.' 2 This permit :shall expire 180 days from 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. 3 If this permit expires, (a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment' has not exceeded one ((1) year. If changes: have been or if suspension or abandonment exceeds one (1) year, full fees shall be.~paidUor a-new permit. 4. No. work of any manner shall be done that will change the natural flow of water causinga drainage., problem. 5. Contractor shall notify`. the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor.'. Signature of Chief' Bui~ding Official date INSPECTION IYEQUEST LINE: (303)234-5933 -BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR `INSPECTION THE `FOLLOWING BUSINESS DAY..' `~,7~City of yy i &tR COMMUNITyDEVELOPMENT Ogie ! Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application PropertyAddress O tJ 14 ( ~ a ~ Gl 0~ Property Owner (please print): crJ C~ C, (Jl c) l 22 Phone: J 03-2,52 `~l NT ' Mailing Address: (if different than property address) Address: City, State, Zip: Con~acta>~: Contractors City License M Phone: 44_ Contractors: Electrical: Plumbing: Mechanical: City License # City License # City License # Contract Value: Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 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) ar (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: iedw/comments'pdisapproved'~roreuiew`requuetlv~ Bldg Valuation: $ GroeI>- r~ ~ic.~ravc Gar~Qt+ta~iE Fi n3 I*. z - S r r f. f1v -I enGe f ~~OtO:~tocs~nbP °Q t~~~pcove~ op~entstandaaton ~ a ttnes~ved P» ~spo~tbte f set nd nY ~cO~~ } T n. The ttttedwl4unomtn3ccu. svbtn cesultiu~ m -t o o in ~ ~eh~C 3S' i' City of Wheat Ridge .rr Commercial Electric PERMIT - 092893 PERMIT NO: 092893< ISSUED: 10/01/2009 JOB ADDRESS': 10019'.W 26TH AVE EXPIRES: 03/30/2010 DESCRIPTION.:. Installation of 3 antennas to existing location ***CONTACTS owner 303/550-6314 Paramount Heights Shopping. sub 303/703-4G67 Aaron Kinstrom 02-1072 Front Range Wireless, Inc. PARCEL INFO ZONE CODE: C-1. - USE: -C-1 SUBDIVISION: 0679 BLOCK/LOT#: 0/ **:FEE SUMMARY ESTIMATED PRO~ECT VALUATION: 12,000.00 FEES Permit Fee 272.10 Plan Review Fee .176.87 Total Valuation .00 Use Tax 216.00 **-.TOTAL `.664.97 Comments: Conditions: AT: Approved. C-1 JS: `Approved as submitted. Subject to field inspections. Must comply with 2003 IBC 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 appl cable Wheat Ridge Ordinances, o rk under this permit. Plans subject to field inspection. U Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and. is subject to the laws of the State of Colorado and to the Zoning Regulations and Building. Codes of. Wheat Ridge,.. Colorado or any. other applicable ordinances of the city.' 2 This permit shall expire 180 days from 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. 3. If this permit expires, `a new permit may be acquired for a fee of one-half the amount normally. required, provided no changes have been or will be made in the original plans and specifications: and any suspension or abandonment has not exceeded one (1) year. If changes have been'. or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a. new permit. 4. No work of any manner shall be done that will change the. natural flow of water causing a drainage problem. 5 Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection card before proceeding'. with successive. phases of the job. 6 The issuance of a permit or the approval of :drawings and specifications shall not be construed to be a permit for,. nor an approval of, any violation of the provisions of the building. :codes or, any other ordinance, law, rule or regulation. All plan rev' w ubject to field inspections. Signature o i BuildingOfficial date INSPEC ON REQUEST LINE: (303)234-5933 ;BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE `MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING-BUSINESS. DAY. Y W"rp City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 ~ocoR*oo Inspection Line: 303-234-5933 Building Permit Application PCapg?'WAddress.i /Vom GJ. ZGV-~ Avl--~Aiols- Property Owner (please print):QA&AMOOLIt k4s St lt~t Carl Mailing Address: (if different than property address) 1 Date: Plan fQCag~'1~ Permit Address: e0l ~,~ystOKb I Sver6 z16 City, State, Zip: GK14Cc 4~~D 19001 Cgntrastnr: FK,0kAT 44?A(j6- u)tt2s1Z5S Contractor License M QZl 0 '72-- Phone: 3o '?5. 70S A C, 6;,7 Sukt CphtiaEtars Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Use of space (description): 60"f-a_5 71~LECAW 0010 D6scrlptlonyaf warkd R ~ ~rtPsm 0^te._ S&W 10- C- An.p 3 Jio-V A~ hlk/diS E)6[5hgL1 u/(jteLt--SS 'TsLc Mechanical City License Company: Exp. Da Appro , Construction Val : $L-L (as calculated per t e Building Plan Review (due at time ol'su Sq. Ft./L.Ft added: Squares BTU's Gallons Amps radc ata sheet) a/): $ i 1 7 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (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 REPRESENT A' RATOR) q PRINT NAME: eing- LAI40 SIGNATURE: Date: q yt/0 t A 82177-ELS 12/12/2008 AMERICAN TOWER" C O R P O R A T I O N Level 1 Structural Evaluation 1 ATC Site Number & Name 82177, Wheatrid a Engineering ID: 42724811 Carrier Site Number & Name 861, DEN Wheatrid e Site Address Kipling Street and W. 26th Avenue Lakewood, Colorado 80215, Jefferson County Tower Descri lion 155 ft PiRod Self Support Tower Standards & Codes Basic Wind Speed: 85 mph (Fastest Mile) Radial Ice: 74 mph (Fastest Mile) w/ radial ice Code: ANSYIIA/EIA-222-F/ 2006 IBC Criteria per Section 1609.1.1, Exception 4) and Section 3108.4 Table 1: Existing Antenna Cnnfiguratinn EL (Ft) QTY ANTENNAS MOUNT COAX(ht) CARRIER 1 ArdcILPA-185090/8CF (1)7/8 2 Ardel LPD-7905/4 7/8 (2)7/8 155 4 Antel LPD-7905/4/102 Sector Frame rame (4) 7/8 2 AntelLPA-185063/8CF (2)7/8 Verizon 145 1 AndrewUHX4-107 Leg (1) EW90 135 1 AndrewHP4-107 Leg (1) EW90 128 1 Andrew UHX4-107 Leg (1) EW90 115 3 Andrew VBLPl-220 Leg (6) 3/8 Fibeitower 102 6 EMS RV65-18-02DP Sector Frame (6)7/8- Cricket Table 2: Proposed Antenna Configuration EL("t) QTY ANTENNAS MOUNT COAX00 CARRIER 1 AntelLPA-185090/8CF (1)7/8 155 2 Ante1LPA-185063/8CF SectorFramc (2)7/8 Venzon 3 Antel BXA-70063/4CF (6) 15/8 Proposed coax to be installed behind existing Yer&n fne& The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. 3 ~pO 000'ss 1. 4fo F V ®.rP '9 u~ e°¢ mo CW 39641 ® )Z,~"110~t FMS/OVAL I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Colorado. 'The existing and proposed loads of Table 1 and Table 2 are compared to the towers current design capacity or previous analysis. 2The design Wnd criteria are compared to the current code requirements. 'The tower should be re-evaluated as future loads are added or if actual loads are found different from those mentioned in the above tables. lti 00 U~^ w rte w } i1. U Q O IL RECEPTION N0, F1116017 9/18/2000 16:51:28 PG: 001-002 PAGE FEE: 10.00 DOC.FEE: 157.50 RECORDED IN JEFFERSON COUNTY, COLORADO WARRANTY DEED Rwmdwrx sl:amt, (I THISDERD, Nladathie 12th duy Of September 2000. ~eeeeInc., a Colorado Corporation. o eorpm Minn duty uganiaed and existing maker lint by virtue of the laws of the stateaf Colorado . orillo Omtpart.and Paramount Heights Shopping Center, LLC, a Colorado limited liability company i9- u'hoseleguladdressie 1DD19 W. 26th Ave. Wheat Ridge, CO 80033 oflhe County of Jefferson and Stathpol' Colorado . of the stood fwd; \V1TNI?HSha'H,77nal olio n:hid petty etches lirsi Pia. flan real rn venal<eralioa of the sum of ONE MILLION FIVE HUNDRED SEVENTY FIVE THOUSAND AND NO11DO------------------------------------- DOLLARS.01,575,000.00 1. br ilia said party of Ihu fill pmt, in hand paid by the .paid pnnias el'the s cnnd p:m. the receipt wlmruof is hereby moles.."d and acknowimlged. Ins, granted, h:ugaiaed. said and aunyuycd. nod by tacse presents discs gnnn, bargain. s.11. convey mil omfinn. sons, the said l+adiep of flipsomml part. Ihtu b.is and eptigns faxrvs r, all firefollo+vrng described lot(s) tar porcelrs) of land. simam, lying mil haing in rho County of Jefferson . amt Stalle of Colorado, to wil: Block 5, Paramount Heights Part Five, except those portions conveyed in Book 1697 at Page 522; Book 2006 at Page 384; Book 2043 at Page 594; Book 2096 at Page 436 and Book 1481 at Page 347, --Continued-- nla.kiw+wh by strp:f and number as 10019 W. 26th Ave. Wheat Ridge, CO 80033 TOGETHER withall and singular Ile hetvdilnm.nu and appmmoanmss I itivit belonging, or in anywise oppertainf rp and the revmxrnn and nswesimts, renialtider;md remainders. Terns. issues and profits llhermf. and all the astxte, right, title, interest, claim maddein:mdolmtsonverof l1wsaid party of the list pall. eitherin law mequily, of,h rend ro setabove bargained piewise'. Willi Ibc howdierniates amt aprmrenaaws. TO HAVE AND TO HOLD tip paid premLsea above hnrgnined nod descrihad, with the apimrtennaes, tune the maid parties of Ore snared pun. feet, heirs and nuicns forever. And the said party of are fnsl part. fur ilaulf, and its snccucms and assigns. does mvcnnnh grant, bargain amt agree to and with the said panics of (lie sp oad p:af. shit heirs and assigns. that at the time of ,his ohmming and delivery of ,hose present, it is well swiped of the promises olio.'. a a,,Ied, is of n gunk, sure. perfect, absolute and indel'muible welaeal' iesherllmiw, in law, in faa simple, netI hap good right, full imwarand lawful uelhorily to grant. hnagaln, sell and mm'wy it,. sinne in manner and ham aforapaid. and 0.1 tlm same are free and door from all former and noel' Words. hars.be. pale., liens. taxax. tr aeamams. cneomM:mws and ro$bi,dor, al' wha,wo, kind or nnlura comer, except far taxo rar the current yeuRa liven has net yet Ann and payable.crsunenls. reslrrrlions, rcurrtttimq partnership anal righsyrrsw'ny of rip Wnl, iY:nn'. and the aturve-harpniimd popa,ea in (lie quint :red patient. pusswpsron nl' the said palies If the swomI part, Iled, held, awl a<igns. agni aelnll and evpy Is:rsunofperrnuhs lawfvllydaiiningor todnim Ibe wladeorany pail thueti f shall and will WARRANT AND FOREVER DFIpHND. Tlm singid... soother thall include be plural, it'. plural lire singulm. and Ili ea of any gmulef shall b. applic:dde to all gender. IN \VITNL'48 WHhl11 1P, the sand party of IL. fir rat pat ins .nixed its enrpurnm :more in be Ihivunlo suhserlheel by its President , said its Wgwratw sisal to he heruunio nffxed, retested by its the day and year first i lmva written. Lee Doudr Inc., a Cgl.orado CINDY R. F!ITCHELL NOTARY PLUM STATE Cl CO ORADO knnw)wdgisdhc(min.th'w 12th try of September , 2000,hy as President of Lee Doud, Inc., a Colorado Corporation. D r5-J L10 My(aunnilspi<m expiros: June 10, 2004 Wimass my Lund real oIDcial,--I- Cindy R. ...nn.\.. r+ 1,1, 0 MINOma SfGLD- LA- SKL100.83_--_JF 111-6017._2-00.0_x_0-0.1__ RECEPTION NO. F111601.7 10019 w. 26th Ave.. CONTINUATION OF LEGAL DESCRIPTION TO DEED DATED Septembar 12, 2000 corrected by Book 1663 at Page 578, County of Jefferson, State of Colorado. a. d O U iY O O a.• FJe a (MIASa). ; °SKLD LA SKL'10083 'JF 1116017-2000.002-- COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76828 BUILDING INSPECTION LINE -(303-23459SS) Date : 3/18/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: VERIZON W IRELESS Property Address : 10019 W 26TH AVE Phone : 694-3234 Contractor License No. : 18098 Company : Creative Electric Phone : 781 1241 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $15,000.00 I hereby certify that the selback distances proposetl by this permit applicatlon are accurate, and Permit Fee : $326.70 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 Plen Revlew Fee : $212.36 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 pliance with tjFg Wheat Ridge Building Use Tax : $180.00 Code (U.B.C.) and all other applicable Wheat Ridge 6inance ~S ~tQwork ud~ s permit. (OWNER)(CONTRACTOR)SIGNED~ Total: $719.06 Use: Description : GENERATOR & AUTOMATIC TRANS. SWITCH TO CELL SITE. CHANGING METAWAVE ANTENNAS TO ANDREW ANTENNAS ~l'~Ib91o BUILDING DEPARTMENT USE ONLY Zoning Cisirmiti8nfs. ~ SIC : Sq. Ft. : Approval : MR 2/25/04. GENERATOR MUST BE SCREENED FROM VIEW WITH Zoning : C-1 SOUND BUFFERIN G FOR NOISE GENERATED. Please Note: BUilding C.onlmentst'; ~tt/~~ctOr is responsible for locatin nro OK. 3H7104 g pcrty lines and consWcting improveinents acco:di , Approval : MS r,~ to c approved plan and required dev~lopment stre-1..rd; Puc,VYork8,p,ot►l~~ '^a^'"'nt$;; , The Cit is not res onsible Pur ir.accurat, iii;nr,na submitted within the pl~i set and any c, . Approval : , errors resulting from ;n:oj Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the pmvisions sat forth in yoDUr application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other appliwble ordinances of the City. (2) This permil shall expire if (A) Ihe work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a new permit may be acquirad for a fee of one-haR the amount normally require4 provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonmenl exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance (or all inspections and shall receive writlen approval on inspection carU before proceediing with successive phases of ihe job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pmvisions ot the building codes or any other ordinance, law, mle or regulation. C ie ilding Inspector Please sign Terms and Conditions on reverse side of page. o~ W"Eqr COMMUNITY DEVELOPMENT DEPARTMENT ~ 9o BUILDING INSPECTION LINE- (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~oioqao~ WHEAT RIDGE, CO 80033 •(303-235•2855) APPLICATION Building Permit Number. Dale: Property0wner. &/Glt/ZQ'i W l i9et'c-1 S ~ Properiy Address: ( (j U l OR Lj L $ 'r Z Gi-k1fLY= Phone ' 3Q 3- ~ IF 3Z3 ~ Contracior License No.: Company: r r C Phone:303' y OWNEfi/COHTRACTOR SIGIUNRE Of UNDERSTANDING AND AGREEMENT 1 hereby cetify Nat the selbadi dislances proposed by Nis pertnit applicawn ae aavrle, and do not violale applicahle obinances, rules or regulatlons of the Ciry ol Wheat RrJ9e or wvenants, easements or resvictions ol record; that aY measuren*nts slwwn, arW allegaUOns made are acarale; Nat I have read and agree lo abide by all condiUOns printed on this appliration and that I assume full responsiDiii,y for complonce with the Whea1 Ridge Building Gode (U.B.C) and all otlher appf ble t Ridge OMinano:s, lor woAc under Lhs permiL a (ONMER)(CONTRl.CTOR)'. SIGNEO ^ - GPTE (OwNER)~CONTRAGTOR)'. PRINTED /~1L~~S= GG DFTE DESCRIPTION: ~ Construction Value Permit Fee: Plan Review Fee: Use Tax: Total Fee: \1 u . s 1PC-)o $ lU L1'L.~~ 5 B I DING DEPARTMENT USE ONLY SIC: Sq.Fi.: ZONINGGOMMENTS. Approval: Zoning: BUILWNG COMMENTS: APProvai: PUBUC WIX+XS COMMENTS: / ~ MProval: `V .c u.._... . . .i i ~,_~iJ, . I~ Electrical License No: Plumbing License No. Mechanical License No. Company: Company: Company: Expiration Date: Enpiration Daie: Expira;ion Gale: Approval: APProval: Approval: , (1) TOb Dserrind waa IssueO In xcaA+nce wiN Nq pvvliwna sk iorth In your application anA is suEjecl la the lavn ol the Stale of Cdondo and lo the Zoninq Rpulations md BuildMq Coda ol Vlhori R100o. Cobndo a anr dfrr appFobk ardinanus W the City. (3) TAM pwndl ahaY upin H lA) the worM wMortreE 1s nd commfnced wNhin i¢ty (60) days hwn iswe Orie w(B) the buflding auMahM is wspendW w abanOOnM lor ~ o«we a +m a.y.. tl Mh parmN BDress, a new Dw.* ^wY be "uirad lor a I" ol onMaM the smount norma0y rpulrsd, prorided no cAanpn Awe Man or rrill be made in Ne original pWS and spsriRc+tim+md ury wsqnron a aWndonment Aas nol uwded uie (7) you. tl chanya han bean w N wsqnwon w abandonmsM ucrds one (1) yer. NII fsn aliatl W p+ld fw a nw+ pemYl. W Mo work of any manner slull De dwne Nst wN ch>nge the nsWnl llow ol wrin causing a dninspe pmWem (5) Ca+b+da MaG noWy the Buildmy Nspecinr twan74our (14) houn in advance ia a0 Inpectlons md shaA rsceNe wriLLen aoWovv on ins"mon card Edon pixesdmq wXh waeahe Vh+sn ol the pb. (6) The iswanu W a penr%a bt appovil of drawin9s mC +pecifi°uons cnall not be construM to W a pmmdl bq nor an appord ol, any viob6on ol Me prorisions ol the buNEing co0q m anY othK 'nanu, lar, rvle w rpulation. Chief 8uilding Inspector Mar.30. 2064 4:21PM WHEAT RIDGE FIRE DISTRICT No.1049 P. 2 Appliotion Date: 3LI i~ I`] Permft No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 303-403-5900 Office • 303-940-0350 Fax • www.wrfire,org Contnetor Inrormation Name. Agent: Site Informalion Address:./OCt9 G~..oa~.? ad2 a1%oaJS D _ m a ~ Address: Bu51nes5: X a Corrtacc: M Phone: _ o3-70s -.q6G 7 Phone: v 1 atmse the abew IMnrmaeon m he acamate. I have remived and rwlewad the 2nsyeetion Compliance and ffie Fee Sduduls. 'Ihk parmit is the 1n pevpeery e} the Whaat Ridge Fre Prokction DistriR and Is lafued wbjae[ tn cenditims mrdained herein. Upon amr hllun oi mry eenddien inWudng rn failure ef tlaarance of anry permik paymeM, tlfb permh 1s eulJaR Lc immediate revootion and the parmh must 6a retvrneA upon de~nantl to a representatire of the Whert Rid9e Fra VraeeetlOn DlatNct , SignaLure of Applicant; N07ICE: If mnstruetlon lg etarted prior to the issuance of a permit, TNREE (3) times the normal fce will be assemed. INSPECRON BY fIRE PRO7ECfION DISTRICi REQUIRED? ~ YES ❑ NO it»zMlsP~rm7Mdccn~na~SF'a~• Repuekiepu'nedl~sR~nsamhMranofNuee~ysmadvanreat3034W-~02 TYPE OF PERMIT FORMULA (see fre schedule sheet) FEES Tank lnspttdon No. of Tanks= Review Alarm System Plans Sysbem Value= Review Sprinkler System Plans System Value= Review Misz. Sysftm Plans System Value= Review Buildin Plans Valuation= 5 ' I Handling or USE PIBns aluation= / ~ TOTAL FEES DUE romi elag, L1 ntteraUOn New ❑ Partial ~ Other. Paidod ls NIniba aid tiydrosbtlc rests ano oates; OR W X T ~ ~ 0 RI n ~ M 0 z v Comments:~ :Lssua,c do~. _ T ,recs r,u` IrG ~ M~r -x yuisef~y'l..~a~C ' n~/ ~1DJ~ na GaN.o~lraS/et..~"IO+V~ ~Y.N'~r y ~ RE PROTECTIDN DI57RICi MPROVAL IS REQUIR PRIOR TO 7HE LSSUANCE OF THIS PERMIT. „y ❑ APPROVED AS SUBMITTED A CONDITIONALLY APPR04ED (See Comments.) ~ 9Y g116ed aB,ffG7'3 ITT-E~'s,t~l~fA1S~L. DA7E 3=gj-4'I 77PE OF PERMIT FORMULA (see fee sdieduk sheec) R!S ite Assessmeryt (RrSubmlttaq 7 No. of Srtes lan Revlslon Re-Inspea) No. of Hours hours inspettlon After 2 Hours + No. of Hours TOTAI FEES DUE FlNAL APPROVAL '0 m Da4e Paid ~ Amt. Paid 3 MeMod IniHals N -4 BY TIT1.E DATE Inspectiou Services Divisiou Bnilding Plan Review Comments Ad&c;ss: 10019 W 261" Avenue Oivner: Venzon Wireless Contructor: Creative Electric Project: New Generator Occupanc,y: Vulnutimj: $15,000 llute: Maroh 10, 2004 ` Generator plans submitted do not match information shown on Sheet E-1. Plans do not indicate any information for fuel tank installation. 3. Generator specified is a natural gas / propane fueled unit, plans do not match. 4. •No noise baffling enclosure information is indicated with submittal. \ Provide fence screening detail on plans. ~i. Provide wet stamped structural information from engineer. 7. Resubmit three sets to the city and one set to the Wheat Ridge Fire District upon resubmittal. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank Darin Morga , 0 Codes Ad n' trator 02-26-04 08:49AN FROM-VERIZON WIRELESS-CAC 3036948836 T-921 P.01/05 F-776 •wfi*!*ffrr~xrr**iw~~xr~+*fxtMwrt~w#***xx+Yr+.xref~ 'x TOWX.'R TECFINOLOGY, INC. e. P.O. HOX 11538 x+ ICANSAS CITY, Mp 64139 w* TEi.EPttOiaE (816) 358-0003 11ti1t'/'*',('Xt1;4k*1i}LYYYRf*}{i*'ifA'!K~{*~}*fYfYfV'k~V1f TOWER ANALYSIS DATE: PEHRUafiY 24, 2004 fiOR: VERIZON wTAELESs SITE: WHEATRZDGE, CO TTI JOB$: Y-126 H£ICxT: 155 FT. TOWER TYPE: PzROD MODEL U-10 SELF SUPPORTIDIG TOWER STRUCT. WIND: TIA/EIA-222-F @ 85 MPH WSTH 6 W/0 1!2" FApIAL ICE EQtiiPMENT DATA DIPMETER TYFE CENTERLIN£ A'LIMUTH WAVEGUIDE NIA N/° 10 FT. OMNI '(3 LPD-65 155 FT. N I-a (1) CO.qX N/A ) 13 '(9) LPD-79 153 FT. 2 SECTORS (8) 7/8" COAX d FT 05 153 FT. 1 SECTOR (A) 7/8" COA;! . H2GH PERF. 148 FT. 177 DEG 9 FT. HIGH PERF. 193 fT. . 100 OEG. u• 9 FT. HIGH PERF. 193 FT- 133 DEG 9 FT. HIGH PERF. W/I.S. 130 FT. . 38 oEG N/? N/P (6) pANELS 102 F?. . 3 SECTORS (6) 1 5/8" COAX . (3) RR65-18-XXDP 50 FT. 3 SBCTORS (6) 1/9" COP:C 'a/ (3) 4FU's LN/A GPS G~~ 90 FT. N/A (1) 1/4" CABLE N/3~ GPS 29 23 FT. F N/a (1) 1/4•, CAHLc T. D1/P (1) 1/9' CA3rr - 25CPOSED P.NT--NNP_S - SHHCE (2; RIGID .S (3) 7/6" COAX 36942 02-26-04 08:49AM FROM-VERIZON WIRELESS-CAC 3036948936 T-921 P.02/05 F-776 Tower Technolegy, Inc. Aaalysis Report For: Verizon Wireless Site: Wheatridge, CO February Zq, 2004 Commantn r Y This is an e:ciscing 155 tt. PiRod Mode1 U-10 three sided self supporting tower. The tower consiscs of solid round Lzuss legs with single angle diaqonals in an X-braced configurazion from Lhe base of the Cower to the 100 ft. level• The mast changes to solid zound leqs and members legsaare SOnk>qur- acion from the 100 f-. level co the top ominimum yield wich the bracinq mambex's beina 36 ksi. ToWer Technology, Snc. obcained the evistinq tow2r member information Prom the No. thegexiscingoCOwcrWand proposed6angennaec nfiguracionS7 R_fer co 5ketieh #1 for This analysi3 assumes that the tower steel is in its original scate with no deczrioration dce co weaLher or field modiiicatioa. 2na1VS1E ProceduKe p,ll leq memkers in the Tower Technology. T-nc. anaJ.ysis will have 'h' values cf 1.0 ior the allouabie mzmber load c21cu1atior.s. This cower was analyzed as a Chrea dimensionsl space cruss using the "stiffness metnod" oL anallsis. Tc considexs cha three dispiacements aL each coWer joint as the Snknowns. F scructure sciLfness macrix fo= the tower model Was eceated and by ucilixing macrix mechods, a solution for a11 the displacemenes, member gLre5525, raacc:ons, ecc, was obcained. Modeling micreW4ve self supooreing towers 2s a spacz cruss is consid2rad py mc9t cowzx 2nqineers co be the mozt r2lzable struccural approach_ This mechod ant µutomacical'-y con3iders 'ch2 torque loads produced on L5z zszatativetof theenna th::usts and c:+e resulC-ng deflactions ax'2 consider2d "err , COW2-'s behdvicr under ordina,y operaCiona'_ wind ioada'. Any cth2r sizucturai approach must considEr the effecc of the bending str°sses in L'nz de.;iqn of che membErs and ch_ ra5ultin9 deflections in the .eigidicy calculacions. Wir.d LCad~_na The tower was analy'-=d Per -ra Elecczonic Induscries Associscien >nec~~icacion TIA/EIa-222-E wich a struccural basic wind speed o: 85 :nph st the 33 fc. 1>oel with and wichcuc 112" of radial ice (EIA allows a 25 oercenc reductLon in che wind Whan ice is censide:ed as a cor.curxan: load)• oh V wind'facegwUnds and wir.d bloWina f-om three difYerznt directior.s li.e., Pex w'_nd Fa:al1z1 zo a iaC2l. T-T 02-16-04 00:48AM FROM-VER120N WIRELESS-CAC 3036948936 T-921 P.03/U5 F-776 ~~nr„a=y 2a, 2ooa W'heatridge, CO Repcrt Continued -2- AnCennas and TLansmission Lines The existinq and proposed loading was submitted by Varizon Wi=elees. The analyzed antenna and transmission line configusar.ion is rescated on che Citle sheet of this an5lysis. Tower Anal sis And Resulcs The tower was analyzed as it e:tists with the proposed aZtenna loading (RefeY `-o Sketch #1). The results indicate no sLructural member overstressing. 'fhe soil inEormation was not zvailable at che t2e~ of The y=eactionssfz'omeLhiste the drilled pier foundations could noc be analy analysis are less than the orig'-nal PiRod design rtelfor thetpropos=drloading. Technology's opinion that tk:e foundations are adequa Rec~mme~n= ce the nd wiehcuc 1/2" e of pradial ai n No str~actural modificacior.s are requirea t° Wich a =or a stzuctural basic wind speed af 85 mph fcr che oroposea ancenna loading. ~ 02-56-04 08:49AM FROM-VER120N WIRELESS-CAC 5036848936 T-821 P.04105 F-776 p,rf7Bp,TRYpGE, CO ISS' PIROD SST VERIZON WrRP.LESS 2/23/04 ~ N ~ n ~ < a ~ y ~ N 10 oM~~ E 155~ UWC^kK 1 3E (8~ l~-1~19 C 153' 444+C) 155, ~ L~F)tpd-~r~as e i53' C^+`-'W 4,aX) ..VffP ou l'{$' W/A,..T ° r?'l WNp c i46' LJ/AX` a- 140' g-'Nt'e, i3c~ aiAs-3s' 120' Dl< (L) P~UJEL3 e, ID.'_~ (le' 149 CoRK) 7 p0' (3)RRb5-i8-z~[CP (3RFiI.) e- Rb ~(o'~(a'44) ti v°5 $O, W ~ e 6 60' a M ~ M ao' s N N ~ 201 e ~ r y ~ n * . ~PP.SF~ A,4~'t- ~ ~ L (1_^Tnue) TOWER TECHNOLOGY INC GPs e•to C'~+'Gre~..E) Geciz) P.O. BOx 11538 TFL: (816) 358-0003 KA?15.45 CIIY, MO 64158 F47C: (416) 358•3397 02-26-04 08:49AM FRON-VERIZON WIRELE55-CAC 3036948936 T-921 P.05/05 F-776 ".F.P-~ I. r f+n . .:r.i. _i._... . , . ..i.. ~ . . . , ~ , i _ I , . , - - - . . ,~.p !oo' ~ ' ~ t~s_ . . . I ~d ; , 1I . _ .,~'-i, ~ ~ , : , . ~ - _ . . . ~3/_G =T•.....-__.___ . _ ,F.=G-._..~~ , 5...~'---r-~'-~---~-- ._......r_ . i . . . . . . . . . , I~ . . Q IL~S• 5. /9 ,Zln.'T - _ _ ~ i~~-~~~ -t~3. ~zc.o._ L< ixo'-I•{-o~.. ~R_ _ la8• i~-i`•~5~ l~ 1a8, z.-~' I TOWER TECHNOLQGY,INC. P.O. BOX 11538 KANSAS CITY, MO 54', 38 (816) 358•0003 FAX: (816) 358-3397 v m r J I wCD w~ ~o eD N W c> W = ' O 7 N S G fD Q !D fD 7 ~ 3 N a CD ~ ~ 0 ~ ~ 3 N V (D ~ 0 ~ d t- 0 Q D a a A N N I~ n 0 59 O ~ C m Z ~ ~ 0 o' v !e cnm 0' w ~ < n O Z~y c ~ om <Z 0 y ~ cD oo ~ m v ~ NOTES: N REVISION BY DATE NOTES: MAGNETIC DECLINATION 1. FIELD VERIFY HEI GHT OF TOWER AND ALL Site survey update Lw 11-20-03 1. REMOVE EXISTING METAWAVE ANTENNAS AND EQUIPMENT AND ADD STANDARD ANTENNAS AND EQUIPMENT, FOR THIS SITE IS ANTENNAS & RETURN TO CAD DEPARTMENT. ® Chgd X & Z ant's from 9211's LDS 2-10-93 ' 2. ADDITION OF (4) LPD-6513 DIN. 3, 2' MECHANICAL TILT @ 0' ORIENTATION, 25 DBM SIF PILOTPOWER. 1 1 2. REMOVE (2) ANTENNAS PER FACE & REPLACE A Added GPS & Loran antennas SA 12-14-95 WGWM WITH METAWAVE ANTENNAS, REMAINING Tx ~ 3. ADDITION OF (4) LPD-7905/4 DIN, 5, 2' MECHANICAL TILT ® 135' ORIENTATION, 27 DBM SIF PILOTPOWER. xr tt r y ANTENNA TO BE HOOKED UP TO Tx2. ©chg 2 ant'S/face w/ MetaWOVe SA t0-3t-00 4. ADDITION OF 4 LPD-6513 DIN., 0' MECHANICAL TILT 0 270' ORIENTATION, 32 DBM SIF PILOTPOWER. ( ) V 3. REMAINING Rx ANTENNAS TO BE DUPLEXED 5, CONTRACTOR SHALL MAINTAIN POWER AND TELEPHONE SERVICE TO EXISTING EQUIPMENT DURING CONSTRUCTION. WITH TxO & Txt, COORDINATE INSTALLATION WITH VERIZON CONSTRUCTION REPRESENTATIVE, FROM TRUE NORTH 6. IF NEW ANTENNA MOUNT IS REQUIRED PROPOSED VALMONT STANDOFF WIRELESS FRAME FOR FOUR ANTENNAS EXISTING X-FACE " ON VERTICAL PIPE 83132 (OR APPROVED EQUAL), (1) METAWAVE 155-0007-02 HIGH GAIN ANTENNA EXISTING X-FACE (3) "ALLGON" ALP 9214-N1 AZIMUTH = 349' (COMPASS READING = 338') onwireless v 92' DIRECTIONAL ANTENNAS l EXISTING AZIMUTH = 349' , (1) "MARK" HP170B48D (COMPASS READING = 338') 4' MW ANTENNA MOUNTED* 135' A.G.L. EXISTING T(1) "MARK" HP170848D EXISTING 167' SELF AZIMUTH = 37.8' COMPASS R 4' MW ANTENNA / SUPPORT TOWER P( EADING = OLARIZATION = VERTICAL8) D ® 37 8 A.G.L. (4) MECHANICAL TILT ®0' AZIMUTH TO: NORTH DENVER MTX ORIENTATION, 25 DBM SIF PILOTPOWER. \ (COMPASS READING = 26.8') POLARIZATION = VERTICAL / NORTH TO: NORTH DENVER MTX EXISTING Z- FACE , (3) "ALLGON" ALP 9214-N 92' DIRECTIONAL ANTENNAS X \ TOWER EXISTING 167' SELF-,, ORIENTATION SUPPORT TOWER \ Z ' / EXISTING . EXISTING A IMUTH = 229 o (COMPASS READING = 218') / x ~(1) "CPS- DIRECT MOUNT / (1) "ANDREW" HP4-180E ANTENNA, MOUNTED WITH / 4 MW ANTENNA A TOWER PIPE MOUNT MOUNTED @ 145'-0' A.G.L. AZIMUTH = 99.7 (4) LPD-6513 DIN., 0' (COMPASS READING = 88.7') EXISTING MECHANICAL TILT ® 270' \ POLARIZATION = VERTICAL ZRxi/Tx1 (1) "ANDREW" HP4-180E ORIENTATION, 32 DBM SIF TO: MILE HIGH , 4' MW ANTENNA PILOTPOWER. ZTx2 YRxO/TxO MOUNTED ® 145'-0" A.G.L. (4) LPD-7905/4 DIN. 5, 2' AZIMUTH = 99.7 (COMPASS READING = 88 7') MECHANICAL TILT ®135' EXISTING Z-FACE " . POLARIZATION = VERTICAL EXISTING ORIENTATION, 27 DBM Slf (1} "MARK" HP-170648 PILOTPOWER, (1) METAWAVE 155-0007-02 TO: MILE HIGH 4' MW ANTENNA HIGH GAIN ANTENNA AZIMUTH = 229' EXISTING Y-FACE MOUNTED ® 155'-0" A.G.L. EXISTING (COMPASS READING = 21$') ZRx0/Tx0 (i} METAWAVE" 155-0007-02 AZIMUTH = 177.1' (1) "ANDREW" HP4-180E EXISTIN HIGH GAIN ANTENNA Yix AZIMUTH = 109' (COMPASS READING = 166. 4' MW ANTENNA POLARIZATION =VERTICAL AL MOUNTED ®145'-0" A.G.L. (1) "MARK" HP-170848 (COMPASS READING = 98') TO: LAKEWOOD AZIMUTH = 133,3' 4' MW ANTENNA YRx1/T (COMPASS READING = 122.3') MOUNTED ® 155'-0" A.G.L. EXISTING Y-FACE POLARIZATION = VERTICAL AZIMUTH = 177.1' (3) "ALLGON" ALP 9214-N TO: LUTHERAN HIGH SCHOOL (COMPASS READING = 166.1') 92' DIRECTIONAL ANTENNAS POLARIZATION = VERTICAL AZIMUTH = 109' TO: LAKEWOOD (COMPASS READING = 98') MAGNETIC DECLINATION INACTIVE --EXISTING FORT SITE IS (1) "MARK" HP-170848 ' (1) "ANDREW" HP4-180E 11 4 MW ANTENNA 4' MW ANTENNA ME wOUX MOUNTED ® 90'-0" A.G.L. MOUNTED 0 145'-0" A.G.L. DIY"" (OLD COLO BLVD LINK) AZIMUTH = 133.3' V (COMPASS READING = 122.3') p T~ T~ T ~T FROM TRUE NORTH A PROPOSED ANTENNA P POLARIZATION = VERTICAL ly L TO: LUTHERAN HIGH SCHOOL EXISTING ORIENTATION PLAN ENGINEER: DOK DRAWN BY: SMT CHECKED BY: RJT \ o-VeriZOnwireless KDC Architects - Engineers, P.C. ' 7442 South Tuscon Way Suite 180 JOB NAME: DEN WHEATRIDGE PROPOSED ANTENNA , 6 ' Englewood, Colorado 80112 SCALE: 1' = 10'-0' TITLE: TOWER DOCUMENT - ORIENTATION PLAN BY: EM DATE: 8-22-90 0011 I MAIN: 303,750.6999 750 1 1 FAX 303 0236 DATE: 02.16.04 PLAN VERIZON FILE: wheotrop,dwg SITE: DENWHETRIDG "WHEATRIDGE" SHT: 1 of 1 SCALE: 1"=10' REVISION: 7 : . . JOB NUMBER: 301059,003 SHEET: PLAN 2 OF 2 T.O. EXISTING IUWLN ELEV: 167'-0" t r- F ~g EXISTING METAWAVE ANTENNA Y : '-0" 164 t CL OF EXISTING MICROWAVE DISH _ ELEV: 155'-0" t CL OF EXISTING MICROWAVE DISH Y ELEV: 145'-0" t C_L_0 EXISTING MICROWAVE DISH Y ELEV: 135'-0" t OF EXISTING ANTENNAS Y EL-. 100-0" t CL OF EXISTING ANTENNAS '-0" 1 T.O. 'Y ELEV: EXISTING GPS ELEV: 40'-0" t T.O, EXISTING GPS Y ELEV: 24'-0" t 1 T.O. EXISTING GPS I \ - ELEV: 23'-0" t GROUND LEVEL ELEV: 0'-0" ENGINEER: DOK VERIZON FILE: wheatrop MAGNETIC DECLINATION FOR THIS SITE IS 11' mug WGKM I"" v NORM FROM TRUE NORTH EXISTING (3) "METAWAVE" 155-0007-02 ANTENNA MOUNTED 0 164'-0" A.G.L. AZIMUTH - 109',229',349' (COMPASS READING = 98', 218',338') EXISTING (1) "MARK" HP-170B48 4' MW ANTENNA MOUNTED 155'-0" A.G.L. AZIMUTH = 177.1' (COMPASS READING = 166.1') POLARIZATION = VERTICAL TO: LAKEWOOD EXISTING (1) "ANDREW" HP4-180E 4' MW ANTENN MOUNTED 0 145'-0" A.G.L. AZIMUTH = 997 (COMPASS READING = 88.7') POLARIZATION = VERTICAL TO: MILE HIGH EXISTING (1) "ANDREW" HP4-180E 4' MW ANTENNA MOUNTED 145'-0" A.G.L. AZIMUTH = 133.3' (COMPASS READING = 122.3') POLARIZATION = VERTICAL TO: LUTHERAN HIGH SCHOOL EXISTING (1) "MARK" HP170B48D 4' MW ANTENNA MOUNTED 0 135' A.G.L. AZIMUTH = 37.8' (COMPASS READING = 26.8') POLARIZATION = VERTICAL TO: NORTH DENVER MTX EXISTING 167' SELF SUPPORT TOWER EXISTING ELEVATION PLAIN ~er0L wireless TITLE: TOWER DOCUMENT - ORIENTATION PLAN 8Y: EM DATE: 8-22-90 SITE: DENWHETRIDG "WHEATRIDGE" SHT: 1 of 1 SCALE: 1 "=20' REVISION: 7 I.U. tXIJIINU IVYYCR _ ~ OF PROPOSED ANTENNAS / Y ELEV: 164'-0" t CL OF EXISTING MICROWAVE DISH _ ELEV: 155'-0" f ,L OF EXISTING MICROWAVE DISH Y ELEV: 145'-0" t CL~OFEXISTING MICROWAVE DISH Y ELEV: 135'-0" t ~_CL~OF EXISTING ANTENNAS I CLOY. OV'-0" OF EXISTING ANTENNAS Y ELEV: 90'-0" t MAGNETIC DECLINATION FOR THIS SITE IS 11' ~ wr~nc rlo~ll~/saWn FROM TRUE NORTH T.O. EXISTING GPS Y ELEV: 40'-0" f T.O. EXISTING GPS Y ELEV: 24'-0" t i T.O. EXISTING GPS I ELEV: 23'-0" t GROUND LEVEL Y ELEV: 0'-0" _ ° KDC Architects - Engineers, P.C. 7442 South Tuscon Way Suite 180 se ®a I Englewood, Colorado 80112 I I I MAIN: 303.750,6999 ■1 ! I I FAX: 303.750.0236 DRAWN BY: JOB NAME: DEN SCALE: DATE: JOB NUMBER: ~enwzqnwireiess NOTES: 1. REMOVE EXISTING METAWAVE ANTENNAS AND EQUIPMENT AND ADD STANDARD ANTENNAS AND EQUIPMENT. 2. ADDITION OF (4) LPD-6513 DIN. 3, 2' MECHANICAL TILT ® 0' ORIENTATION, 25 DBM SIF PILOTPOWER. 3. ADDITION OF (4) LPD-7905/4 DIN. 5, 2' MECHANICAL TILT ® 135' ORIENTATION, 27 DBM SIF PILOTPOWER. 4. ADDITION OF (4) LPD-6513 DIN., 0' MECHANICAL TILT 0 270' ORIENTATION, 32 DBM SIF PILOTPOWER. 5. CONTRACTOR SHALL MAINTAIN POWER AND TELEPHONE SERVICE TO EXISTING EQUIPMENT DURING CONSTRUCTION. COORDINATE INSTALLATION WITH VERIZON CONSTRUCTION REPRESENTATIVE. 6. IF NEW ANTENNA MOUNT IS REQUIRED PROPOSED VALMONT STANDOFF WIRELESS FRAME FOR FOUR ANTENNAS ON VERTICAL PIPE 83132 (OR APPROVED EQUAL). FIELD VERIFY PRIOR TO CONSTRUCTION. PROPOSED ELEVATION PLAN SMT :CCHECKED BY: RJT wHEATRIDGE ROPOSED ANTENNA = .16.0 _ 02.16.04 ELEVATION 301059.003 SHEET: PLAN 2 OF 2 _ ~ ~ ~ CONCRETE CONSTRUCTION: CONSTRUCTION' 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301, A.C.I. 318 AND A THE SPECIFICATION CAST-IN-PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT, 1. ALL WOOD FENCE POSTS AND RAILS TO BE N0. 2 PINE CCA PRESSURE TREATED LUMBER. AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH AT 28 DAYS. TYPE V PORTLAND CEMENT 2. PICKETS TO BE 7 8 "THICK N0. 1 SPRUCE. COR / NER AND GATE POSTS TO BE 6X6 N0.2 0 WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND 6~ f 19~ AIR PINE CCA PRESSURE TREATED LUMBER. ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF 0.48. 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH 3. LINE POSTS TO BE 4X4 N0. 2 PINE CCA PRESSURE TREATED LUMBER, I ® ■ AND HAVE A SLOPE OF 1/8" PER FOOT UNLESS NOTED OTHERWISE. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TD A.S.T.M. A615, A GRADE 60, DEFORMED. 5. BARBED WIRE: DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE GA., 4 PT. BARBS SPACED PLAN 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING 8AR SUPPORTS, ON APPROXIMATELY 5" CENTERS. (DP110NAL) SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONCRETE REINFORCEMENT" 1/2" R TYP. 6. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. (A.C.I. 315-$0, REV. 1986}, EXISTING 4" GRAVEL #4 REBAR ~ 12" O.C. EACH 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 31$-95, (WHERE SHOWN WAY TOP AND BOTTOM ON PLANS " 7. A CHAMFER OF 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE TO MATCH 3 EXIST PAVEMENT WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED, OR GRADE 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, m Architects -Engineers, P.C. AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES CONDUITS 7442 5. Tucson way, Suite 180 INSERTS, ETC. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. ' 1~~~~~ Englewood, Colorado 80112 303.75td,6B89 FAX 303,760,0238 9. CONCRETE COVER FOR REINFORCING BARS SHALL CO NFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE ON THE DRAWINGS; 1'-6" ~''I -CONCRETE EXPOSED TO WEATHER OR (N TYP. CONTACT WITH GROUND - 2 INCHES -CONCRETE CAST AGAINST EARTH- 3 INCHES COMPACTED SOIL TO MIN 95~ MODIFIED MAX DENSITY PER ASTM D1557 METHOD "D" 10. COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO (TO BE VERIFIED WITH SITE SPECIFIC SOIL INSTALLATION IN FIELD. REPORT). 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPING, CONDUIT, ETC. SEC _As NOTES: Irk 1. FOR CONCRETE NOTES SEE DETAIL 1/A-3. Construction Department 8350 East Crescent Parkway, 2ntl Flaar Greenwood Yil lags, CO X111 1 2 {3031 8g4-3234 A-1 GENERATOR CONCRETP PAD DFTA~~ • A-1 1x6 CEDAR SLAT n 8 -0 MIN. GALVANIZED , LOCKABLE IATCH 6 GALVANIZED HINGES •i 4x4lATCH POST 4z4 WOOD POST € CHAMFER TOP } CHAMFER TOP I 0 i rj 3 2x4 WOOD RAILS 2x4 WOOD ® EOUAL SPACES COMPRESSION ' CROS58RACE i } U I ~ Illi III (I(~ I IIII III II ~ 4 a ~ al ~ 4~ ~ ~ ~ ~ C I C I (4 I Id~I ( I I I I I " p ~ ~ 2X4 WOOD RALS & o " a a I I I 12 0 CONC. a VERTICAL STYLE al 12 d CONC, -•~-r U ~ I U D a U PIER (7yP ~ I ~ l~+) uQ 4 PIER (TYP) d U L J L J L~J o 0 " L..J L J B -o MAX. 4 5 A-1 SCALE; NON _ E A 1 SCALE; NONE - 12'-0" 8'-0" I 1 3 ~ A-1 A-1 2 4 A-1 A-i ~ I N ` ° O N 60 KW GENERATOR a• ~ 0 a c O I 5 A-I 2'-0" O'-D" 2f-D"  0 4' e' 16' NORTH -J~€~3E~961€~l-f Y~~ffi a 10' 20' 40' NORTH 6 . ENLARGED GENERATOR LA Y OUT PLAN A-~ SCALE: NONE _ A ~ SCALE: 1 /4 = 1 -0 PARTIAL SITE PI-AN A -l ~ ~ ■ KEYED NCJTE~ ~1 CONTRACTOR SHALL INSTALL NEW 120/208V 3~, 3 POLE ® ® r ~ ~ AUTOMATIC TRANSFER SWITCH PROVIDED BY VERIZON WIRELESS. X LOCATE TRANSFER SWITCH AT EXISTING DOUBLE THROW SAFETY SWITCH LOCATION. SEE PARTIAL ELECTRICAL PLAN 2/E-1. ~ ■ ® ' ROUTE NEW GENERATOR FEEDER UNDERGROUND AT EXISTING EXTERIOR WALL. WEATHER SEAL NEW PENETRATION. X NEW GENERATOR ROCATION~INCONTRACTOR SHALLNPATCHRAND TO REPAIR EXISTING ASPHALT DRIVEWAY AND RESTORE TO EXISTING CONDITION. - X X X~ X X X X X X X X X X EXISTING PROPERTY LINE ~4 CONTRACTOR SHALL INSTALL NEW DIESEL DRIVEN STAND-BY GENERATOR PROVIDED 8Y VERIZON WIRELESS. GENERATOR I SHALL BE 60 KW 120/208V 3~ 4W, PROVIDED WITH OVER 6 I CURRENT PROTECTION, 250 GALLON SKID MOUNTED FUEL TANK AND WEATHERPROOF ENCLOSURE. MOUNT GENERATOR TO NEW _ _ I CONCRETE PAD WITH VIBRATION ISOLATION. Architects -Engineers, P.C. WP I 7442 S. Tucson way, Suits 1~d 5 ~ ~1 3 _ I CONTRACTOR SHALL ROUTE FEEDER U P AT CIRCUIT BREAKER Englewood, Colorado 88112 303J60.S888 FrrX 303.16,0298 PROVIDED WITH GENERATOR. PROVIDE FLEX CONNECTION FROM -h B-2,4 _ TOP OF SLAB TO CIRCUIT BREAKER. - - I~ ,6 JUNCTION BOX FOR CONNECTION TO BATTERY CHARGER AND 7 I I WATER JACKET HEATER PROVIDED WITH GENERATOR. - - I ~ I COORDINATE FINAL CONNECTION WITH EQUIPMENT PROVIDED, ROUTE BRANCH CIRCUIT IN SAME TRENCH AS GENERATOR FEEDER. I I I 4 I I I ~ 7 CONTRACTOR SHALL PROVIDE NEW 6 FOOT WOVEN WIRE FENCE I I WITH (2) TWO 4 FOOT SWINGING GATES WITH PROVISIONS FOR ■ I EXISTING VERIZON WIRELE55 ACCESS EASEMENT I LOCKING. `/~~~/iii ~rP~P I I O EXISTING 200A DOUBLE THROW SAFETY SWITCH TO BE REMOVED Construction Department I I i AND RETURNED TO TENNANT. CONTRACTOR SHALL INSTALL NEW 8350 East Crescent Parkway, 2nd Floor I I AUTOMATIC TRANSFER SWITCH AT THIS LOCATION. REPLACE Greenwood Pillage, Co X111 I i EXISTING FEEDERS TO EXISTING PANEL GiA IF REQUIRED. 1303) 684-3234 I I ~ I I V EXISTING FLOOR MOUNTED SINGLE PHASE TO 3 PHASE CONVERTER TO BE REMOVED AND RETURNED TO BUILDING TENNANT, ~ I I I I 10 EXISTING 60A 3 POLE FUSED DISCONNECT FOR PHASE CONVERTER I I TO BE REMOVED. I I ' ~ ' 12 11 EXISTING POWER FAIL ALARM RELAY TO BE RELOCATED AS I I REQUIRED TO ACCOMMODATE INSTALLATION OF NEW AUTOMATIC EXISTING ASPHALT DRIVEWAY I I B TRANSFER SWITCH. I I I I 12 EXISTING WIREWAY WITH CONDUCTORS TO EXISTING EXTERIOR 1p DISCONNECT SWITCH TO BE REMOVED. I I I I 1 p I 42 -D I ! 13 13 EXISTING 200A 1~ FUSED GENERATOR DISCONNECT TO BE I i REMOVED. PATCH ANC WEATHER SEAL EXTERIOR WALL ` ~ JgJgJgJg' ~ ~~4_~e~~~-~ X X I 14 I WP I ~ I I I I I I I I x I WP I L-- x I I I I I I I I o0 I I x o _ 1 _ I oo I EXISTING MAIN DISCONNECT ~ x EXISTING UTILITY METER I ~ I l I i ~ M 4 2 2 EXISTING SERVICE ENTRANCE WEATHERHEA 1 E-~ SCALE: 1 4" = 1'-0" EXISTING RETAIL BUILDING / { Z GIA if'. t 'i.. r s . 3 EXISTING VERIZON WIRELESS EQUIPMENT ROOM EXISTING (I PANELBOARD i PANE GIA n ~1 y, I' EXISTING 120 2O8V, 30, 4W ~ OVERHEAD S RVICE ENTRANCE M 2`` r i ~2~ - .e-~:,. I--- NEMA 3R I 1 I 2O0A3PIENCLOSURE I 1. E_ ~ I I _ SCALE: 1 /8 = 1-D I N 2O0A I I G FRN-R I I 1 ~4BJ-C~- _ _ _ J NORTH ,1 " ~4~ 3/4 x10 -0 LONG DRIVEN GROUND ROD GRC ELLS TYPICAL  CONTRACTOR SHALL COMPLETE AS MUCH ROUGH IN AS / POSSIBLE TO MINIMIZE POWER OUTAGE. SCHEDULE OUTAGE 3 EXISTING E~N0 SCALE STING ONE LINE DIAGRAM WITH VERIZON CONSTRUCTION REPRESENTATIVE. AL~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12619 ` BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/14/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10019 26TH AVE Contractor License No. : 19931 Phone: 462-8526 Company : Specialty Construction & Management Inc Phone : 276-2556 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the -ity of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED TE Construction Value $10,000.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $150.00 Total $331.25 Use: Description : UNMANNED TELECOMMUNICATIONS EQUIPMENT TO BE MOUNTED ON EXISTING TOWER. BUILDING NT USE ONLY ~l~.."DoEti7F(~~~t;k SIC : Sq. Ft. : Approval : TRC 817/01 \ Zoning C-1 Approval BG 8/13101 Approval: Occupancy : Walls . Roof : Stories : Residential Units : Electrical License No : Pw 4g License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : ^ ~ (1) This permit was issued in accortlance with ihe provisions set forth i Regulations and Builtling Code of Wheat Ridge, Coloratlo or any o.~ 1 ) T~ ✓ (2) This permit shall expire if (A) the work authorizetl is not commence I ~ abandoned for a period of 120 tlays. (3) IF this permit expires, a new permtl may be acquired for a fee of oni original plans and specifica[ions antl any suspension or abantlonm - - exceeds one (1) year, (ull fees shall be paid for a new permit (N (4) No work of any manner shall be done that will change Ihe naturel Fl (5) Contrector shall notiry the Building Inspec[or twenry-lour (24) hours proceetliing with successive phases of the job. ~ (6) The issuance of a permit or the approval of tlrawings and specifca of the builtling codes or any other ordinance, law, rule or regulatior Chief Buildinflnspector ~ ,~c~ i ~ D ~ 4, Ju1-30-01 09:16A DEVREVFAX 303 235 2857 P•02 DEPARTMENT OF PLAYNING AND DEVELOPMED T Building Permit Number SUII.DING IlVSPEC710N L1NE • 3113-234-5933 Date: CITY OF WHEAT RIDGE 751111 WEST 29TN AVENUE WHEAT RIAGE. CO 80215 - (303-235-2855) APPLICATIG N Propttry0a'ner; Amv%canTowc' PropzrtyAddress:lIX`i9w•L645 Ave QPAone:3o3.Y62-Sra6 Contractor Littnse No.: 19 9 31 Companv-jM ~a~l~,' Phoac:3(53,Y6Z-8s'bS- OM'N, EIifCONiRALTOA SIGNATI,RE OF LWD£RSTUWLNG ~ND AGREEYfEM [ hearAv :enij`v ihw< <h< snbsck dis+.incea nmpased by Otis petmit applicauon ue r.ur.¢_, aw du not vtoiam applicable urtiinan:ex, n+les or rcgulatimu olthc Cm ol R`heat A1d;e or co.'mann, emcmmu w rcWiniom o( rccord; tAat atl meuurcme~ shown. :md allegaiois made x< amumdc Uwt ( hm•e read snd agr_ to abide hy all :onditiom pnMrd an this appliquam sd 11ut I aawme huil responsibilit}- for complian~ro wlth the Whem Rdge 8uildmg Code (U.8.C) and dl aher appli"blc Whest Rdge Ordiwnce, fa Mark wAsr Nu pemut ~_DATE ~I3O (OWMER)(CONiR.4CTOR):StOVEO14-j~ Construction Va1ue: ~~j,"'yPermit Fee: Plan Review Fee: I tcn Tay' 7'Otal: Description- (ld MANNt5r 1'6 lx"~11''tvMLATq ^Jj tQ I }r~,A 6n/T Yo SE MOV^/T69 d^✓ EX) s"fiNL Ca"c..4TA9l.5 TO r-6✓L. HUII.DIIVG DEPARTMENT 7SE ONLY CI::: mrig Approval: 7 ~ O'~ zaung. ~ f~~ ~p~: "P~v~PlltlkFe VP~9[k4~`~LfnlDE9: Approval: Occup:incy: WallsRooE Sto ies: Electtical License No: 3 SGd Plumbing License No: N IA Mechanical License No: n 1 I A Company' TNoRiOAd F_I.cGl2iG- Company Company I Espication Date: Espira[ion Date. Espiration Date: ApprovaC Approvul: AppmvaL (7) Thix pemun wu issueA m xcardancs with t►e provuions en Iortp m yaw +ppfiown nd u wb~ect lo Ihe laws al Ne >tI4 O1 COIOrMo .vid lo Ne Zarves Rry I*iorm aM 6ailGng Code of W6e., Ridp. CdaWe a ay oNer, applicabk advu .a ofMe Cm. TAis pemu, lhall npire if (A) Nc wY. +uNmrssd ia ow cwnmenu0 wNun iorry (5 ) Eys Irom ~m~e date m(9) tAe bnidu,, awhonttJ rs suspWvJ a ehrMmN oua penoC af t_0 drya (i) li Nit pemut "P. a ncw pmno mar pe uVabout tur a fee ol awhalC Ne ueoun1 e mmMIY reyunsd pwidetl m N+n,es havc Gcn ar will be mqe m ihe orywi p!w aMapeod.ims ud yry uqsuton or abaMOxnw hu wt «ceede one (I ) yrr. II chnye~ Aavs be<n or u~wpen~ion w ab+mAau~w~ n~e.a. a» nl rear. nJ~ tx. ai.u x w~e for. nev, psrmi~. (4) No.mlc ofam mmsr siWl Ee Jmc Ae uJl chan{c Ne nlual llw ol'wKer ovieI a~unaqe p~ (5) Con~rocinrWllnwihtleBoiXW~Wp¢cat~wm~v.iour('0)hpyzinaA'msfor~Ilinpectian,vqvullrcceive.xit~e~appew~lon~Hpcn~anc.WEe~orc procecGinS wM auccwuwe phacr of J.c,ob. (6) TEe smyame of a pvmil m tlrc appwal of drawing ard epeclicaumu duli na Ce e iuweA w be a pamn fw. mr an approval ul: urv violaimn of Ne provuIorsol4wMiW- 6oa0nwo^YaAttaN+uacclsur.rvlemeeyuiwon / . l~~ C ..I Cluef Building speaor - - - APPROVALS CEVISIONS BY DATE m" REV. # DESCRIPTION DATE w* S A r e t I T E Xm #,1 GENERAL SITE AC UISITION 4 aHDio Q - ARRANGEMENT 08/07/00 - #.2 DRAWING REVISIONS 9/20/00 CONSTRUCTION #.3 DRAWING ~ i:z 1500 ECKINGTON PLACE NE REVISIONS 01/29i01 R. F, WASHINGTON, DC, 20002 9 00 PHONE (202) 96 -71 FAX (202) 969-7050 ZONING S A T E L L T E OWNER PROJECT DESCRIPTION ><m K D i A LCC INTERNATIONAL, INC. 1. THE PROPOSED SITE IS AN EXISTING I 7925 JONES BRANCH DRIVE McLEAN VIRGINIA 22102 TOWER IN WHEAT RIDGE COLORADO , , 4 (703) 873-2000 FAX 703 873-2100 ( ) THE PROPOSED INSTALLATION CONSISTS 2 . OF THE FOLLOWING: (1)- OMNI ANTENNA (1)- SATELLITE DISH ~ (1)- PROPOSED XM CABINET 7 ~ WIRELESS T.M, SERVICES ANTENNA DATA SITE INFORMATION JURISDICTION INFORMATION SITE # 2225 EAST OAKTON : Arlington Heights, Illinois 60005 TYPE: AZIMUTH: MODEL NO.: TILT NUMBER SITE OWNER; AMERICAN TOWER/DENVER XX CTION G S A DEN 008 PHONE (847) 1 (EIM) CONTACT: STEVE SNMIDL : ZONIN JURI DI . Fa: (847) 6900885 OMNI 0 TA-2350-DAB 2°/0' 1 Oa (303)274.2556 EXT 107 . JURISDICTION ADDRESS: XX DISH 150.53-(DEN) TA-2324-LHCP 0/UPTILT 39.62° 1 SITE NUMBER: DEN 008.A XX SITE NAME: DRAWN BY: MANUFACTURER; TIL TEK LTD. LONGITUDE: W 105 ° 06'37.7" ° ' " CONTACT PERSON: XX AMERICAN TOWER #082177 RH LATITUDE: N 39 45 19.7 CONTACT PHONE#: XX TYPE: OMNI DISH SAR POWER TYPE : LOW 10070 W 27TH AVENUNE @ KIPLING SHEET NUMBER: ZONING CLASSIFICATION: XX . HEIGHT: 70° 25" DIAMETER: 2 - 26" ZONING: C1 PARCEL # 21 39 284 004 TAX PARCEL ID#: XX WHE AT RIDGE, CO 80215 T- . - : - - AREA LOCATION PLAN VICINITY PLAN DRIVING DIRECTIONS INDEX OF DRAWINGS 4 E N41stPI _ s s tJ1-;np~ V 9"Om ~ aooh 7 UI ~ x ~ F NL ;1a0m ioRn TAKE US 6 WEST FROM I-25. GO THRU DENVER. EXIT KI PLING NORTH. GO TO T-1 TITLE PAGE ~k' o A? ~ C rz h i 0 26TH STREET. THE TOWER SITS BEHIND A SHOPP ING CENTER ON THE A-1 ROOF PLAN W n f1't~ NORTHWEST SIDE OF KIPLING AT 27TH. fl 111 rr. A-2 ELEVATION a F, A-3 TYPICAL ANTENNA WALL MOUNT Uv.:rd Ave A-4 ANTENNA MOUNT DETAIL 5 DETAILS Au "':t [,I A- L ARCHITECTS STAMP A-6 DETAILS "Al 17*h A, t E-1 GROUNDING DETAILS E-2 GROUNGING DETAILS 0 + Rc - ¢ t 1_. E-3 ELECTRICAL DETAILS , + o 0 _ a GN-1 GENERAL NOTES GN-2 GENERAL NOTES s ~ v j 5 , 151h l~ W 2611i Auo I ;o d i - L }j ~ E tffi ! ~i4 ~.j~rl NI t + 02000 I '7u't~th 3 h td. m Inca 220N +i- f nTechnaY - g mffilqmffimm~ Y~ SATELLiTE Xm RADiO 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE(202)969-7100 FAX (202)969.7050 too I LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE McLEAN, VIRGINIA 22102 (703) 873-2000 FAX (703)873.2100 CCA. L. B. S. TE€ C0 350 FROM FI WIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE(847)690-0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W. 17TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 7 .9fr c b I ARCHITECTURAL SITE PLAN NO' W 270' E 90' 7p s 180• SCALE: 1/811 =1'-0" 17 LW 1 A _4s DRAWING NAME: ARCHITECTURAL SITE PLAN DRAWN BY: JDB REVISED BY: RH DATE: 9/20/00 SHEET NUMBER: A.1 EXISTING ANTENNAS EL. 155'-0" i PROPOSED XM OMNIANTENNA SEE DETAIL A-5 EL. RAD CENTER @ EL. 113'-0" MOUNT @ EL. 110'-0"- SEE DETAIL A-5 h EL' RAD CENTER @ EL.40' _ CENTER EAST TOWER ELEVATION SCALE : N.T.S. EXISTING SELF-SUPPORTING TOWER COAX MOUNTING: WHERE EXISTING CABLE LADDER CAN BE UTILIZED, MOUNT 7/8" OR 1 5/8" WITH STRAP IN HANGERS - WHERE EXISTING LADDER IS NOT AVAILABLE, MOUNT COAX TO SNAP IN BRACKET MOUNT TO TOWER. SEE DETAIL A-4 OW4 Xm SATELLITE RADIO 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE (202) 969-7100 FAX (202)969.7050 Z110 Lcc: LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE McLEAN, VIRGINIA 22102 (703) 873.2000 FAX (703)873.2100 cm WIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE (847) 690.0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 DRAWING NAME: TOWER ELEVATION DRAWN BY: LK REVISED BY: RH DATE: 01/19/01 SHEET NUMBER: A- 2 TOP TO 7/8" JUMPER TO BE USED ON 1 5/8" COAX E-2 3 O„ PROPOSED TIL-TEK TA-2324-LHCP SATELLITE DISH MOUNTED TO TOWER ~i 1/2" JUMPER TO BE USED ON 718" COAX NOTE: CONTRACTOR TO SUPPLY & 4 INSTALL NEMA RATED 10 AMP FUSEABLE DISCONNECT TO BE MOUNTED TO THE REPEATER FRAME. RUN 3/4 SEAL TIGHT FROM DISCONNECT TO XM SUPPLIED REPEATER UNIT THREE WIRES 12 AWG WIRE GREEN(GROUND) MOUNTED ON BLOCK IN REPEATER UNIT T EXISTING FENCE 7/8" COAX CABLE MOUNTED TO TOWER ON EXISTING CABLE LADDER BY SNAP ON HANGER 1 5/8" COAX CABLE MOUNTED TO TOWER ON EXISTING CABLE LADDER BY SNAP ON HANGER -TEK TA-2350-LCC NAL ANTENNA :D TO TOWER. r -ANDREWS GROUND KIT LUG ON TO NEW BURNDY THIN-WALL COPPER C-TAP (TYPE YC-L) MOUNTED TO TOWER RUN #2 AWG GREEN FROM GROUND TO TOWER STEEL POWER 8 TELCO UTILITY RACK SEE DETAIL E-1 / 4 & 5 7/8" JUMPER TO BE USED ON 1 5/8" COAX 1/2" JUMPER TO BE USED ON 7/~' COAX INSTALL NEW BURNDY THIN-WALL COPPER C-TAP (TYPE YC-L) PROPOSED ICE BRIDGE SEE DETAIL ON A-6 SWITCNER TO STEEL 4 _4 FINISHED GRADE 1 EXISTING GROUNDING T&B TO STEEL CLAMP-/ INSTALL NEW BURNDY 12" j 6" COMPACT SYSTEM THIN-WALL COPPER AGGREGATE FILL C-TAP (TYPE YC-L) 2" PVC PIPE GROUND UNIT: FOR POWER RUN #2 AWG GREEN LUG NEW 3/4" PVC PIPE FROM XM RADIO TO FOR TELCO RUN CADWELD AND EXISTING GROUND ATYPICAL RISER DIAGRAM RING AS REQUIRED SCALE: N.T.S 42" BELOW GRADE SATELLITE RADIO v 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE(202)969.7100 FAX (202)969.7050 Lcc LCC INTERNATIONAL, INC. ' 7925 JONES BRANCH DRIVE McLEAN, VIRGINIA 22102 (703) 873-2000 FAX (703) 873.2100 GE) WIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE(847)690.0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27th AVENUE @ KIPLING WHEAT RIDGE, CO 80215 AR#~ STAYp~P: DRAWING NAME: RISER DIAGRAM DRAWN BY: FCJ REVISED BY: RH I DATE: 9/20/00 SHEET NUMBER: A-3 Y~ SATELLITE Xm ~ RADIO r.• 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE (202) 969.7100 FAX (202) 969-7050 ZI(O Lcc LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE McLEAN, VIRGINIA 22102 (703) 873-2000 FAX (703)873.2100 CAWIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE (847) 690-0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 (10) 7/16"0 HOLES FOR CUS ZION OR BUTTERFLY HANGERS FUK 4 111 tt 5 9/16 UL) FIFE5 I , 4 r Wei f DRAWING NAME: DETAILS DRAWN BY: RH UNIVERSAL SNAP-IN BRACKETS (ANGLE LEG' SCALE : N.T.S. UNIVERSAL SNAP-IN BRACKETS (PIPE LEG SCALE : N.T.S. SHEET NUMBER: A-4 4 TO 6 FT STANDOFF MOUNT FOR 3 LEG TOWER, 2112" & 3" LEGS PARTS LIST PRODUCT#81625 MARK QTY DESCRIPTION 21731 1 ANGLE 21732 1 TUBE WELDMENT 21733 1 ANGLE 21747 1 ANGLE 21833 1 BRACKET 21834 1 BRACKET 21835 1 COLLAR 21836 1 PIPE 24952 1 TUBE WELDMENT 25366 2 SHIM 26460 1 CHANNEL WELDMENT 26461 1 WFWELDMENT 26462 1 PLATE 26463 1 PLATE FW 11 5/80 FLATWASHER 114 1 1120 x 3 112 G5 ASS'Y J7 7 5/80 x 1 314 G5 ASS'Y C J20 2 5/80 x 5 G5 BOLT J22 1 5/80 x 51/2 G5 BOLT J24 6 5/80 X 6 G2 TAP BOLT LN 3 5180 NYLON LOCKNUT LW 6 5/80 LOCK WASHER N6 2 1120 x 1 172 SQ HD SETSCREW T4 2 1120 NUT T5 6 5/80 A563 GR A NUT UB1 2 1120 x 2112 x 5 U-BOLT, NUT, L.W. B F.W. 1 24952 1 21834 0 C III EXTRA TAB PROVIDED FOR MOUNTING ADAPTABILITY 21732 13' AZIMUTH ROD 21836 SECTION A-A SCALE: 314" =1'-0" TOTAL GALV, WEIGHT = 175# E MOUNTING PIPE IS NOT PART OF KIT, IT MUST BE ORDERED SEPARATELY. 2 3/8'. O.D. PIPE 81001 4' PIPE FOR WHIP ANT. OR PANEL ANT. OR B1478 51/2' PIPE FOR PANEL ANT. ONLY OR B1461 7' PIPE FOR PANEL ANT. ONLY OR B1479 B 112' PIPE FOR PANEL ANT. ONLY 6 FT STANDOFF 4 FT STANDOFF 24952 A I Al ATTACH TO BRACED 21833 LOCATION ON TOWER GIRT. SLOPED TOWER LEG LN LN 21834 LEG SLOPE PART 2 733 H-H SPACING UBt ~ VERTICAL 345/8" _ (a) 16:1 32 1/4" - u 12,12:, 31516" 26462 SECTION C-C 9:1 30 518" 25366 J7 3"=1'-0" LOCATE 2 461 ON PIPE LEG ADD SHIMS TYP. A TO MAINTAIN 21 33 IN A AS REQ'D FOR TIGHT J7 J24 FIT T5 HORIZONTAL POSITION. C 26460 LW PIPE TO BE CENTEREDIN 21731 FW TYP CLAMP. o a . 21747 21733 26463 J7 26461 ELEVATION VIEW SCALE: 3/4* V-0" FOR VERTICAL, 16:1, 12 1/2:1 8 9:1 LEG SLOPE ON THREE LEG TOWERS ONLY 3"=1'-0" TYP. TYP. Y/~~/♦~ SATELLiTE Xm RADiO 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE (202) 969.7100 FAX (202) 969-7050 Lcc: LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE MCLEAN, VIRGINIA 22102 (703)873.2000 FAX (703)873.2100 A.L.6.5. WIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE(847)690.0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 A461TECTSTAMP: Ij AA DRAWING NAME: DETAILS DRAWN BY: FCJ SHEET NUMBER: A-5 26462 26460 RECOMMENDED MIN. ANGLE IS 12° \ \ III - 21835 g ~B I CL LEG SECTION B-B II► ---'PIROD' SATELLiTE TRANSMISSION GALV. PIPE CAP R A D i 0 EXTEND CORNER POST LINE BRIDGE v 12" FOR TENSION C SUPPORT COAX CABLE BARBED WIRE CONNECT #2 GND WIRE FROM #852165 BRIDGE / FENCE POST TO TOP RAIL CAD WELD WITH APPROVED SPRINT CONNECTION 1/2.0 ALL THREAD #2 GROUND WIRE / 1500 ECKINGTON PLACE NE NEW COAX ATTACHED TO BRIDGE ~ POST WASHINGTON DC 20002 CABLES VALMONT SNAP-IN BRACKETS CAD WELD , VS CADWELD #2 GND LJ SEE DETAIL: A-4/1 COAX CABLES PHONE (202) 969-7100 WIRE FROM FENCE POST TO HORIZONTAL RAILS FAX (202) 969.7050 NDTE: COAX CABLES ALL EQUIPMENT f TO BE GALV. : OR STAINLESS STEEL AND U-BOLT LENGTH AS REQUIRED (GALV. TEFL) OR STAINLESS LESS STEEL) OR Lcc: CONNECT #2 GN WIRE ALL HORIZONTAKES WITH APPROVED CONNECTION LCC INTERNATIONAL, INC. CABLE BRIDGE 7925 JONES BRANCH DRIVE #2 GROUND WIRE SUPPORT POST McLEAN, VIRGINIA 22102 SPCKs z = ATTACHED TOPOSTI (703)873.2000 f GROUND HALO FAX (703) 873-2100 uowELD ICAL FENCE GROUNDING DETAIL 1 HANGER DETAIL 2 OAX CABLE GROUNDING 3 SCALE:NTS " SCALE:NTS SCALE:NTS 1B A.L.B.S. BARBED WIRE _ WIRELESS Vn SERVICES FENCE POST COAX CABLE GATE POST GROUNDING 2225 EAST OAKTON CLASS 11 BOLT TYPE STRAP KITS Arlington Heights, Illinois 60005 BONDING STRAP GATE PHONE (847) 690-0811 GROUNDING ASSEMBLY ' I WEATHERPROOFING I I Kns I L Fax: (847) 690.0885 KITBY ADVANCED LIGKnNG TECHNOLOGY, FENCE FABRIC FENCE POST I INC." MODEL ODEL #1234 INC I - SCREW ON LUG 4 ATTACHED TO j i SITE # EXOTHERMIC WELD O GROUNDING 0 6' ABOVE GRADE 1 PROPERTY WIRE i I 1 I (TYPE VS CADWELD 1+- LINE DEN 008 A TO #2 SOLD WIRE EXOTHERMIC I . - - WELD (ME VS) I GROUND WIRE I 7777777 77777~ ' PROJECT NAME: ABOVE GRADE 0 6 AMERICAN TOWER #082177 ' ~#2 AWG TINNED SOLID COPPER WIRE CADWELD TO i EXTERIOR GROUND RING s ~ LOCATION: #2 AWGTINNED SOLID COPPERWIRE - EXTEND TO CADWELD CONNECTION EXTERIOR GROUNDING #2 10070 W 27TH AVENUE @ KIPLING OPPOSITE FENCE POST AWG TINNED SOLID WHEAT RIDGE CO 80215 COPPER CONDUCTOR 1OX5/B' COPPER CLAD GROUND LOOP SP0160/ , 10' X 5/8" GROUND ROD GROUND ROD sPa6a AR 4Pi'1ArAP: GATE GROUNDING DETAIL FENCE POST GROUNDING DETAIL nTYPICAL COAX GROUNDING KITS 11iI 4 SCALE : NTS ~ SCALE : NTS ~ ~ SCALE : NTS 1 PARTS LIST DE - x DE CAI QTY Jr~ Y 4~ p FINISHED GRADE t1 x U94 a f..... Y'...,T / A P gg TOTAL -M EYM'. V Tr.' 9 21191 9'0OZr 1 'T CADWELD . 92 GND CONTINUOUS ,m. 61514 DRAWING NAME: GND RING Tr P. DETAILS TrP. OTE. DRAWN BY: COPPER CLAD FCJ GROUND ROD 01166 5/8' 0 X 10'-0" LONG 7 ttP. 615311CONF-RED-S FOR 23m 3/8"00 TO 4 112 OD l SKH605 ~ SHEET NUMBER: -NDTE: 'OR VOO 70 2 3 3/8L6-00 'T O Fgl GND ROD DETAIL ~ UNIVERSAL MOUNTING KIT A-6 L SCA E ~~J SCALE NTS NT5 FROM ANTENNA WEATHERPROOFING KIT, ANDREW #221213 (TYP.) TO ANTENNA STAINLESS STL. HARDWARE 0 TWO HOLE COPPER ^ S A T E L L I T E MAR A D i 0 %mo STANDARD GROUND KIT COMPRESSION TERMINAL INSTALLATION OF BUTYL 'EN B TAPE PER MANUF. SPEC'S PROVIDED IN GROUNDING CABLE GROUND BAR 1500 ECKINGTON PLACE NE GROUND KITS WASHINGTON, DC, 20002 COAX. CABLE PHONE (202) 969-7100 ELEVATION FAX (202) 969.7050 f LOCKWASHER (TYPICAL) FLAT WASHER (TYPICAL) ANTENNA CABLE JUMPER TO CABLE TRAY (TYP.) / OYP,) COAX. CABLE GROUNDING 0 CLAMP KIT NUT (TYPICAL) 1" X 41" HEX BOLT ANDREW 0 Lcc CONNECTOR WEATHERPROOFING #2 AWG ~ (TYp,) GROUND BAR LCC INTERNATIONAL INC EXPOSED BARE COPPER TO BE , . 7925 JONES BRANCH DRIVE NEW BURNDY KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE GROUNDING CABLE COMPRESSION TERMINAL (TYPICAL) MCLEAN, VIRGINIA 22102 TTHIN-WALLALL COPPER C•TAP (TYPEYCGL) #2 AWGGRN. INSUL BONDED TO BUILDING GROUND p2 AWG GREEN SOLID COPPER SECTION "A-A' (703) 873-2000 FAX (703) 873-2100 ) GROUNDING CONDUCTOR TO CABINET NOTE: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITED. 2. 'NO-OX' OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. A. L, B.S. GROUNDING - STANDARD DETAIL TO GROUND BAR GROUNDING - STANDARD DETAIL GROUNDING -TYPICAL GROUND CONNECTION OF GROUND WIRES TO WIRELESS COPPER C-TAP AT ANTENNAS AT ANTENNA CABLES BAR CONNECTIONS DETAIL SERVICES 2 3 NTS NTS NTS 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE (847) 690-0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80115 AR~ 511 {1111 i ,t ~~l f I (r p$I{L I 441 °N L 5 DRAWING NAME: DETAILS DRAWN BY: FCJ SHEET NUMBER: E-1 X&0% SATELLITE ry RADIO FROM ANTENNA 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 NOTE. DO NOT INSTAL CABLE GROUND KIT ATA BEND AND ALWAYS DIRECT PHONE (202) 969-7100 GROUND WIRE DOWN TO GROUND BAR FAX (202) 969-7050 RIGID STEEL CONDUIT RIGID STEEL CONNECTOR WEATHERPROOFING KIT I YP.I STA18)ARDCRWND COUPLING CONDUIT PLUG MuNUxErrR-cOAK KIT ITYP.) InreJUMPER RTYPJ FIN GRADE JUMPER LCC INTERNATIONAL INC , . 7925 JONES BRANCH DRIVE CONNECTOR WEATHERPROOFING McLEAN VIRGINIA 22102 MP.) RIGID STEEL , (703) 873.2000 TO PVC (OR STEEL TO FAX (703) 873-2100 ANTENNA CABLE STEEL) ADAPTER TO DAB TYP I .I R RIGID OR/PVC (SIZE AS SHOWN ON JUMPER CONNECTORS 2 AWG LAYOUT DRAWINGS) NEW BURNDY RIGID, THIN WALLCOPPER ANTENNA C-TAP RYPEYCi) ~ STEEL A.L.B. S. E S UPPORT CONDUIT WIRELESS ATTACK TOUPEACH SERVICES BRACKET W/CADWEID R2 AWG BLEW 8CW, WIRE AL~U 2225 EAST OAKTON COxaxTTOMW Arlington Heights, Illinois 60005 UTILITY STUB UP DETAIL CONNECTION DETAIL PHONE (847) 690-0871 F x: 847 690-0885 GROUNDING WIRE TO GROUNDING BAR DETAIL 3 ( a ) f. SCALE 3/4" 1'0 SCALE: 3/4°=1'-0° 1 SCALE:NTS : = SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING ABOVE LINE 4 -SERVICE ELECTRIC COMPANY BY WHEAT RIDGE, CO 80215 FINISHED GRADE BELOW LINE BY CONTRACTOR 1 ARCI41 ~P ' J 1! 77tACIORTOPROWDE DEWATf COOLOA FOE ELECTRIC TO MAKE EXISTING UTRRY lNECTXkl 70SECOIWRY r8D I COMPACTED SACKFILL RVICE~TS5ppARELENGTH bST RFACX TOP OF POLE) PER SPRINT 8" 3 _ _ _ _ SPECInCATR7N5 BACKFILL (SAND OR NATIVE SOIL) PER EARTHWORK 2ipLE STRAPS SP ECIFICATIONS j YONOUR IN IDff gCONDIAT UTILITY WARNING TAPE . DUIT ABOYE GRADE COCQMPANY r PVC CONDIRT DpdH 90g5 POWER ON TO BE RGS ITYPIC G N ED lh'~ -I I Wn. Wn. ( ) TO BE VERIFlED Y Loco anon COUP GRADE REQUIREMENTS low DRAWING NAME: BELOW GRADE CONDUIT TO ELECTRICAL METERS GROUNDING DETAILS AND CNONOUeT RSIrES FM MORE INFORMATION DRAWN BY: FG POWER a TELCO CONDUIT DETAIL FROM UTILITY RACK TO EQUIPMENT PLATFORM UTILITY POLE DETAIL 4 ' " 5 ° SHEET NUMBER: SCALE:3/4"=9 -D sEALE:3/4 =r-o" E-2 NOTE: CONDUCTOR COLORS TO BE FOLLOWED: A PHASE - BLACK B PHASE - RED C PHASE - BLUE NEUTRAL - WHITE GROUND - GREEN I WEATHERPROOF RECEPTACLE FOR DEHYDRATOR HUBBEL, LEVITONOREQUAL G.F.I,C, RECEPTACLE WITH TAMPER PROOF COVER PLATE TO LOCK. (LOCK PROVIDED BY XM RADIO) VERIFY FINAL LOCATION IN FIELD IF • I F REAR OF xM CABINET 1" C, 2 #12 CU.,1 #12gr EXISTING UTILITY PANEL - PROVIDED BY XM RADIO SQUARE D CAT. NO. Q06-12LT10ODF / S OR EQUAL - LOAD CENTER, NEMA 1 WITH LOCKING DOOR, 1)2P-30A C/B, 3)1P-15A C/B's, FULLY RATED NEUTRAL & GROUNDING LUG. VERIFY FINAL LOCATION & MOUNTING IN FIELD. n GROUND SEE NOTE #2 0.75KVA 1 #10 CU. GREEN, 1/2"C - 1" C, 3 #10 CU "THHN" Square D 750SV46F OR EQUAL 1 #12 CU. 'THHN" GREEN XMFR (BUCK/BOOST) 240 PRI 208V SEC. 10, .75 KVA BLDG STEEL MOUNT NEAR LOAD CENTER (INDOOR/OUTDOORENCLOSURE NOTE #1 : 1" C, 3 #8 CU.'THWN" FOR RUNS UP TO 150'-0" 1" C, 3 #6 CU. 'THWN" FOR RUNS OVER 150'-0" NOTE #2 CONDUCTORS TO BE RUN CONTINUOUS FROM CIRCUIT BREAKERS TO TERMINATIONS IN XM RADIO PANEL. NO SPLICES WILL BE PERMITTED. NOTE #3 FOR FURTHER INFORMATION REFER TO GENERAL ELECTRICAL PROVISION NOTES SHEET NOTE #4 IF RECEPTACLES, ETC ARE TO BE MOUNTED INDOORS, RECEPTACLES, SWITCHES, LIGHT FIYTURES, ETC MAY BE INDOOR GRADE RATHER THAN WP AND GEL SERVICE METER PANEL SCHEDULE 1 G F I C 20 SPARE 2 OUTLET AMP 3 SPARE 30 REPEATER 4 AMP CABINET 5 SPARE 6 O/H ABOVE LINE BY UTILITIES BELOW LINE BY CONTRACTOR ABOVE GRADE CONDUIT TO BE RGS (TYPICAL)- SEE DETAIL 2,5/ E-2 BELOW GRADE CONDUIT TO ELECTRICAL METER It DISCONNECT VERIFY CONDUIT AND CONDUCTOR SIZES FOR MORE INFORMATION - rAllAiAi/' 111 A 0-M A IA AT [V^1 lim AA PA PT YVIIY(IViy UlHlyftHlVl h1i L.~,Uii"1V1Li`I I N.T.S. n 2-HOLE STRAPS @ 4' SERVICE CONNECTION BY ELECTRIC COMPANY CONTRACTOR TO PROVIDE ADEQUATE CONDUCTOR LENGTH FOR ELECTRIC COMPANY TO MAKE CONNECTION TO SECONDARY SERVICE (SPARE LENGTH MUST REACH TOP OF POLE) ELECTRIC CONDUIT TO EXTEND XU MIN10'-0" OR AS RIRED BY UTILI COMPANY 1- FINISHED ! GRADE Y~ >(M SATELLiTE RADi0 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE (202) 969-7100 FAX (202) 969-7050 Lcc: LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE McLEAN, VIRGINIA 22102 (703) 873-2000 FAX (703)873.2100 Go WIRELESS SERVICES 2225 EAST OAKTON Arlington Heights, Illinois 60005 PHONE(847)690-0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 ht AL r7 17 ! x DRAWING NAME: ELECTRICAL DETAILS DRAWN BY: F.C.J. /WSB SHEET NUMBER- E-3 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 3. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE.4NY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM AUTHORIZED REPRESENTATIVE OF LCCI OR THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 5. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 6. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL PRODUCT'S OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND TO BE IN THE FIELD. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT, WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS B GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS, It CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE AND ASSIST THE RADIO EQUIPMENT VENDOR AND THE ANTENNA INSTALLATION CONTRACTOR AS THEY MAY REQUIRE. 13, PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, LCCI B OWNER PRIOR TO COMMENCEMENT OF WORK. 14. CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT THE OWNER, AGENT B LCCI 15. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/1O-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. 16. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 17. VERIFY FINAL EQUIPMENT LOCATIONS WITH THE RADIO EQUIPMENT VENDOR. 18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 19. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS OTHERWISE NOTED), LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 20. REPAIR ALL EXISTING WALL SURFACES DAMAGED WRING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 22. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 23. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE BY LCCI. ANY WORK, MATERIALS, OR EQUIPMENT FOUND TO BE DEFECTIVE DURING THAT PERIOD SHALL BE CORRECTED IMMEDIATELY UPON WRITTEN NOTIFICATION AT NO ADDITIONAL COST TO LCCI. 24. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. CONCRETE NOTES I DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318. 2. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI. 3. CONCRETE WORK AND MATERIALS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS-, AG 301. 4. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTIR C150 TYPE 1. 5. CONCRETE SLUMP SHALL NOT EXCEED 5 INCHES UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER SLUMP SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C143. 6. READY MIX CONCRETE SHALL COMPLY WITH ACI-304 AND ASTM C•94 WITH A MAXIMUM WATER CEMENT RATIO OF 0.50. TIME BETWEEN INTRODUCTION OF WATER AND THE PLACEMENT OF CONCRETE SHALL NOT EXCEED 1.1/2 HOURS. 7. PROVIDE AIR ENTRAINMENT IN EXTERIOR EXPOSED CONCRETE TO OBTAIN TOTAL AIR CONTENT OF 5 % s 1 % IN ACCORDANCE WITH ACI 301. 8. CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHES FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. AT ALL OTHER CONCRETE SURFACES, MINIMUM COVER SHALL BE 2INCHES FOR 86 AND LARGER BARS, AND 1 1/2 INCHES FOR 05 AND SMALLER BARS. 9. REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM SURFACE PRIOR TO PLACING CONCRETE. 10. EXTERIOR WALKING SURFACES SHALL RECEIVE A BROOM FINISH. 11. THROUGHOUT CONSTRUCTION, THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, SNOW, EXCESSIVE HEAT AND FREEZING. 12. DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BE CAREFULLY GUARDED AGAINST, ALL SURFACES SHALL BE MOIST CURED OR PROTECTED USING A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE REMOVED. IF MEMBRANE CURING AGENT IS USED, EXERCISE CARE NOT TO DAMAGE SURFACE. 11. SUBMIT SHOP DETAIL DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE ENGINEER FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRIOR TO FABRICATION. 12. GRATING SHALL BE GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH 1°x3/16° BEARING BARS AT 1.3/16' OC. FASTEN TO SUPPORTING MEMBERS WITH SADDLE-TYPE CLIPS AND BAND ALL EXPOSED EDGES. 13. SLEEVE ANCHORS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 3, CLASS 3, AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE (3) INCHES. 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS 1, HILTI KWIK BOLT II OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE FOUR (4) INCHES. 15. EPOXY ANCHORING SYSTEM SHALL BE THE HILTI HIT HY20 FOR MASONRY CONSTRUCTION WITH HOLLOW BRICK OR BLOCK R THE HILTY HIT HY150 INJECTION ADHESIVE ANCHOR FOR GROUT FILLED CONCRETE MASONRY UNITS AND CONCRETE. EPOXY ANCHOR ASSEMBLY SHALL CONSIST OF 112.8 STAINLESS STEEL ANCHOR ROD WMUTS B WASHERS, AN INTERNALLY THREADED INSERT(OPnONAL), A SCREEN TUBE FOR THE HY20 ONLY B AN EPOXY ADHESIVE (8" MIN EMBEDMENT U.N.O). THE INSTALLATION PROCEDURE SHALL BE AS FOLLOWS A. DRILL THE HOLE USING MANUFACTURER RECOMMENDED DRILL BIT UP TO SPECIFIED DEPTH. HAMMERING IS NOT PERMITTED. B. CLEAN THE HOLE USING NYLON BRUSH AND/OR COMPRESSED AIR. THE HOLE SHOULD BE CLEAR OF ANY LOOSE MATERIAL. IF WET, THE MASONRY SHOULD BE ALLOWED TO DRY FULLY BEFORE ANCHOR INSTALLATION. C. INSERT SPECIFIED SCREEN TUBE INTO THE HOLE. D, FILL THE SCREEN TUBE COMPLETELY WITH ADHESIVE, BEGINNING AT THE BOTTOM END. E. INSERT ANCHOR ROD OR INTERNALLY THREADED INSERT INTO THE ADHESIVE-FILLED SCREEN TUBE, TWISTING SLIGHTLY. F. LOAD FASTENER ONLY AFTER MANUFACTURER SPECIFIED CURE TIME HAS ELAPSED. 16, INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL. 17. ALL WORK SHALL BE INSPECTED BY THE ENGINEER DURING, AND AT THE COMPLETION OF CONSTRUCTION. STRUCTURAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER 2. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS-, LATEST EDITION. 3. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 "STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED. 4. STEEL TUBING SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED B SEAMLESS CARBON STEEL STRUCTURAL TUBING-, GRADE B. 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED B SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B, OR ASTM A53 "PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED WELDED AND SEAMLESS, TYPE E OR S, GRADE B. 6. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED. 7. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND CONFORM TO ASTM A325 'HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. BOLTS SHALL BE 3/4 INCH DIA. UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS STANDARD QUALIFICATION PROCEDURES". 9. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION N ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, UNLESS OTHERWISE NOTED. 10, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A790. ANTENNA MOUNTING NOTES 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO ANSI/EIAMA- 222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES. DESIGN WIND SPEED = XX MPH. (XX MPH IN CONJUNCTION WITH 0.5 INCHES RADIAL ICE) 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al 23 -ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS-, UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE-, UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT. SATELLITE XAA RADIO 1111111100 V 1500 ECKINGTON PLACE NE WASHINGTON, DC, 20002 PHONE (202) 969-7100 FAX (202) 969.7050 LCC LCC INTERNATIONAL, INC. 7925 JONES BRANCH DRIVE MCLEAN, VIRGINIA 22102 (703) 873-2000 FAX(703)873.2100 A. L.B.S. WIRELESS SERVICES 2215 EAST OAKTON Arlington Heights, Illinois 60005 PHONE (847) 690-0871 Fax: (847) 690-0885 SITE # DEN 008.A PROJECT NAME: AMERICAN TOWER #082177 LOCATION: 10070 W 27TH AVENUE @ KIPLING WHEAT RIDGE, CO 80215 gITECTSa S EAMP: iYv ~14Ar~:d 5.. i. 4., DRAWING NAME: GENERAL NOTES DRAWN BY: FCJ SHEET NUMBER: GN-1 GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 3, ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (0.L,) AND SHALL BEAR THE INSPE~:TB.;'_l-DEL"; SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE, THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AS INDICATED BY UTILITY COMPANY AND AMINIMUM OF 22,000 A.I.C. 7. METER SOCKET AMPERES, VOLTAGE, AND NUMBER OF PHASES SHALL BE AS NOTED AND SHALL BE MANUFACTURED BY SQUARED" COMPANY, SANGAMO, OR APPROVED EQUAL METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8, WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THWN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-80X, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT(O.S.H.A.) 10. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR, B. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR-SQUEEZE- TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. GENERAL ELECTRICAL NOTES D. PVC CONDUIT AND FITTINGS SHALL HAVE U.L. LABEL AND SHALL BE PVC SCHEDULE 40. E. CONDUIT SHALL BE SIZED PER NEC OR ANY GOVERNING LOCAL CODE, AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. 11. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 12. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 13. PROVIDE LCCI WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH, GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 15. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED AND CODE APPROVED MATERIALS. 16, TELCO CONDUIT RUN INION BUILDINGS SHALL BE 2' DU. AND HAVE MINIMUM 12" RADIUS BENDS B ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"z18"x8' PULL BOX AT DEMARC LOCATION. TWO (2) PULL ROPES SHALL BE INSTALLED IN TELCO CONDUIT. 17. CONTRACTOR TO INSTALL BRASS TAGS ON THE COAX CABLE AT THE ANTENNA END B AT THE EQUIPMENT END. THE TAGS MUST INCLUDE SECTOR NO.# AND CABLE LENGTH. GROUNDING NOTES i . THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY SATELLITE R A D I 0 ALL APPLICABLE CODES. 2. ALL BUS CONNECTORS SHALL BE TWO-HOLE, LONG-BARREL TYPE COMPRESSION V LUGS, TBB OR EQUAL, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL LUGS SHALL , BE ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. 1500 ECKINGTON PLACE NE WASHINGTON, DC 20002 3, ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULKCRIMPING TOOLS, TBB , #TBM 8 DR EQUIVALENT. PHONE(202)969-7100 4. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTEDISURFACES FAX (202) 969-7050 SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED ALL CONNECTIONS ARE T . O HAVE A NON-OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 5, ALL COPPER BUSSES SHALL BE CLEANED, POLISHED, AND OXIDIZING L AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER ER WILL BE cc PERMITTED. 6. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURN SHORTER THAN LCC INTERNATIONAL INC AN 8-INCH NOMINAL RADIUS. , . 7925 JONES BRANCH DRIVE 7. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #L MdEAN, VIRGINIA 22102 ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER (703) 873.2000 CONDUCTORS RUN THROUGH WALLS, FLOORS, ORCEILINGS. IF CONDUCTORS FAX (703) 873.2100 MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. 8. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 10 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE A L B B 9. ALL ROOF TOP ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 GROUND • . S . WIRE CONNECTED TO THE NEAREST GROUND BUS. ALL CONNECTIONS ARE TO BE CAD-WELDED IF POSSIBLE. WIRELESS 10. UPONCOMPLET10N OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND SERVICES FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO THE PROJECT MANAGER. 2225 EAST OAKTON 11. GROUNDING CONNECTION TO TRAVEL IN A DOWNWARD DIRECTION. Arlington Heights, Illinois 60005 12. ALL EXPOSED #z WIRE MUST BE TINN NOT BCW. PHONE(847)690-0871 Fax: (847) 690-0885 13. MASTER GROUND BAR IS TO BE 4"X i'•8". ALL OTHER GROUND BARS ARE TO BE 4"X14". SITE # GENERAL NOTES DEN 008.A 1. THIS FACILITY IS UNMANED AND NOT FOR HUMAN OCCUPANCY. PROJECT NAME: 2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE- AMERICAN TOWER #082177 3. THIS PROJECT CONSISTS OF INSTALLING AN EQUIPMENT CABINET INSIDE AN EXISTING SHELTER ON THE ROOF, A PARABOLIC ANTENNA LOCATION: INSIDE AN EXISTING SHELTER ON THE ROOF. A PARABOLIC ANTENNA 10070 W 27TH AVENUE @ KIPLING 4. RIGGING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH LOCAL WHEAT RIDGE, CO 80215 AND FEDERAL SAFETY REGULATIONS (OSHA). TECTONIC, AND THE LANDLORD SHALL BE HELD HARMLESS IN THE EVENT THE CONTRACTOR DOES NOT FOLLOW SUCH SAFETY REGULATIONS. 5. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS ARCHIT P: THAN 2-A OR 2-A110-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. ~TENENT PROTECTION NOTES SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO THAT 1'f THE EQUIPMENT ON THIS APPLICATION AND ITS INSTALLATION WILL NOT 8a1 AFFECT THE FOLLOWING: 1. TENANT EGRESS TO AND FROM THE BUILDING. 2. FIRE SAFETY OR CREATE A FIRE HAZARD, 3. STRUCTURAL SAFETY OF THE BUILDING. 4. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE DRAWING NAME: WORKSRE BROOM CLEAN EACH DAY. IN THE EVENT THAT ASBESTOS IS FOUND ON THE JOBSITE, ITS REMOVAL SHALL TAKE PLACE IN GENERAL NOTES ACCORDANCE WITH ALL THE APPLICABLE REGULATIONS OF OSHA SECTION 1910.1 INCLUDING STATE AND FEDERAL DUMPING GROUNDS . DRAWN BY: 5. THERE SHALL BE NO CREATION OF NOISE OUTSIDE THE NORMAL HOURS OF BUILDING OPERATION. FCJ 6. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT UNAUTHORIZED PERSO S FRO N M ENTERING THE PREMISES. 7. ELECTRICITY, GAS, WATER AND ANY OTHER UTILITIES WILL NOT BE SHEET NUMBER: INTERRUPTED DURING CONSTRUCTION. ~ GN- 2 AM=11111C.A V ?OWBR CORPORATION SITE NAME: WHEATRIDGE SITE NUMBER: 82177 $ r o W38ih'P n ~ _ v p W37thPh1" Lutheran-yin ;Me e W'37ih Ava rj - W r Center 961hAue - Vvf $-0th ANB North HFnr, ZI WSArdAve +YPIX44 aG C. ~ RL ~f1w_I _ ~ 4 " D P m m Ir W 21st Ave ` co - IL~.. Tit !Btu me; ° Xq/ 9th A+T? ( ~r iW _ rn 1 -r-1- W m 15th PI ~ N lf ~ t I o a Ave _j Q WN 13th PI ! m W 13th Ava VICINITY MAP No SCALE 3G, TEECO a Pt4- , IO' WIDE !DE VER WAT N ER N` EN . BOARD / BOON 2AGc' 275 (APROxIM LOCATION _ q t0 UTILITY EASEMENT I BRICK BUILDING PT v4 N ro n 9Q _ p EASEMENT REC. N O, c n 9!141196 S89DR W . 261N Ave. SITE ACCESS MAP No SCALE FROM DENVER, TAKE 1-70 WEST. THEN TAKE A RIGHT/EAST ON 20TH AVE. THEN TAKE A LEFT/NORTH ON KIPLING. TAKE ANOTHER LEFT/WEST ON 26TH AVE. SITE WILL BE ON THE RIGHT/ NORTH HAND SIDE. PROJECT DESCRIPTION: MULTI CARRIER TOWER AT 10019 W. 26TH AVE. WHEATRIDGE CO 80215 REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE ARCHITECT AND ELECTRICAL ENGINEER KDC ARCHITECTS, ENGINEERS PC 12250 EAST TUFF AVENUE SUITE 302 (KEVIN CAMP) AURORA, CO 80014-1253 TEL: (303) 750-6999 CONTACT, KEVIN CAMP FAX: (303) 750-0324 SURVEYOR: COMPANY: FLATIRONS SURVEYING, INC. ADDRESS:. 5717 ARAPAHOE ROAD CITY ST.: BOULDER, CO 80303 TEL. (303) 443-7001 CONTACT: K.E. FAX. (303) 443-9830 CUSTOMER NEXTWAVE 15621 REDHILL, # 200 TUSTIN, CA 92870 TEL: (949) 817-4000 CONTACT: JEFF ROZNOWSKI FAX:(.) . STRUCTURAL ENGINEER PIROD INC_ 1545 PIDCO DRIVE PLYMOUTH, IN 46563 CONRACT: DENNIS ABEL TEL:. (219) 936-4221 FAX: (219) 936-6458 UTILITIES, POWER COMPANY: COMPANY NAME: PSCo CONTACT: TEL: (303) 571-7511 FAX: TELEPHONE COMPANY: COMPANY NAME: OWEST CONTACT: TEL: (800) 225-5879 FAX: CONSULTING TEAM SITE NAME: PROPERTY OWNER: WHEATRIDGE PARAMOUNT HEIGHTS SHOPPING CENTER, LLC. SITE NUMBER: 82177 SITE ADDRESS 70019 W. 26TH AVE. WHEATRIDGE, CO 80215 APPLICANT BUILDING INFO: AMERICAN TOWER CORPORATION 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, CO 80401 TEL: (303) 462-8526 CONTACT: LANCE BLEYHL FAX: (303) 274-2113 PROJECT DESCRIPTION: A PROPOSED MULTI-TENANT UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN EXISTING 1561 FT LATTICE TOWER WITH ANTENNAS IN A RAW LAND LEASE AREA ADA COMPLIANCE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROJECT DATA ZONING :C-1 1 PARCEL NUMBER :39-284-21-004 TYPE OF CONSTRUCTION :5-N TYPE OF OCCUPANCY :B/M EXISTING UNIFORM BUILDING CODE :1997 LEASE AREA :20' SO. FT. GEOGRAPHIC COORDINATES LATITUDE, N 39' 59' 19' LONGITUDE: W 105' 6' 36" 2C GROUND ELEVATION: 5,569 PROJECT SUMMARY SHEET NUMBER: DESCRIPTION ARCHITECTURAL T-t TITLE SHEET, VICINITY NAP & GENERAL INFORMATION LS1 SURVEY A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 ELEVATION VIEWS A-4 DETAILS ELECTRICAL E-I ONE LINE DIAGRAM (SCHEMATIC), SPECS. & GENERAL NOTES E-2 ELECTRICAL SITE PLAN E-3 SITE GROUNDING PLAN E-4 ELECTRICAL DETAILS SPECIFICATIONS SP-I SPECIFICATIONS SP-2 SPECIFICATIONS SP-3 SPECIFICATIONS SHEET INDEX ,0M_RIC %N TOWER CORPORATION Regional office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY Cr' AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRL'TED TO THE ORICNAL 5'f FOR WHICH TH AR PREPARED. REUSi REPRODUCTION OR PUBLCA1ION BY ANY METHOD, IN WHOLE OR IN PAR IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN SOWER CORPORATION TOLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAN KITH AMERICAN TOWER CORPORATION WITHOUT REJUDC AND VISUAL CONTACT WITH THEM SHAL, CONSTITUTE PRIMA FACE EVIDENCE CF ACCEPTANCE 0.'HESE RESTRICTIONS. Arznleal5 E~y~eers aC. 2250 ECSI 114f Avenue. Site 302 Aurora, Colorado 80014-1253 3037 50 6999 FAX 303.7500324 REVISION 0. DESCRIPTION BY DATE CLIENT REVIEW SCP 09.14.01 _ CLIENT REVISION SJH 10.04.01 SITE NUMBER. 82177 W SITE NAME: HEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621_..REDHIII X9(10 3 1i 1~ . Gh~Njp Pp1139 SCR ,LOB'T`T0-.! '20605.3.003 SHEET TITLE: TITLE SHEET VICINITY MAP AND GENERAL INFORMATION SHEET NUMBER: , I R' T-1 DIG ALERT CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING 1-800-922-1987 EMERGENCY "'Ail Q11 0"W I I ' ~ :I i6' EASEMENT 15' CRICKET ACCESS EASEMENT) ~ Q U 0 J U 0 F- a Z m 0 W ~ a ~ aON We), N W L 'S co Q SHEETS 10019 . 26TH AVE. eweoER, co emm ~ - CENTR~ SITE# 82177 UTILITY POLE I D9/14/D1 NET AREA OF UNDERLYING PARCEL(S): JS6 ACRES MORE Oft LESS I TPS KE NET AREA OF PROJECT AREAS NCA LS1 L L NR9'S8'OO"W ' 95.00' ' I X I 5 PSCO EASEMENT 5 PSCO EASEMENT 3 BOON 2744 PAGE 747 REC. N0. 82028460 O 00 N E O 15' CRICKET ACCESS EASEM T p o ° ~ O - r gJ n O N ~ '7ELCD N O Z t ~ 555.34' N89-88'0 I 10' WIDE DENVER WATER l i Y BOARD EASEMENT i _ 125.0 ' BDDK 2618 PAGE 275 (APRDXIMATE LOCA110N) ~ I I I - - ib' EASEMENT (APRD I - - X MATE LOCATION) i 10' CRICKET UTILITY E LATTICE TOWER ' G yon. N, BUILDINGND_ ELEV 5569.9 GND. ELEV. 5569.1 A EIAENT TOP. ELEV. 5725:8 BRICK BUILDING TOP. ELEV. 5592.7 ~ ~o `ro 0 I I I O t v ' ' rv . ~aZ z 10 CRICKET UTIL ITY EASEMENTS o~"' <oq x ~ I I ~ I ` v ° Cn 1 ' P n ~ - Sao I z 10' US WEST NEW VECTORS -"-"''b ~ EASEMENT REC. NO, 92147796 LA TICE TOWER GND. ELEV. 5569.7 TOP. ELEV 5725.6 do, S89'58'00"E ` _ 6 7 ' .98 5 I W. 26th Ave. t` BRICK BUILDING \s OVH i ~ wee I OVERALL SITE PLAN SCALE: ' ® 2 ENLAR I SALE 0 30' 60' GED SITE P LAN 11".10 0 S. 10' OATS: SEPTEMBER 10, 2001 i RE wHEaTRIOCE FL¢ttiTOnS I ' Surveying, Inc. EXISTING DESCRIPTION PROPOSED SITEp 82177 W sm AaaPAnaE Rwa OID WHEATRI DGE, COLORADO 60215 ~ (am) Al°~100i ux: iJm) us-ReJo -x-A'- I FENCE i dd h th ' ' ' ' " -o- OVERHEAD UTILITY LINE PROJECT AREA LEGAL DESCRIPTION te y at f e foliose of 39 45 18,9 and the longitude al 105 0679A or, erserele I. ~ aNln > o last nmleomollp; and the rile elerm~on DI 5569 leer wsL Ir eaarme ID Aan~a tyD feel uehrdly Who e sD°tWre nei°hl of 156 feet AGI th N h i ht ld SITE NAME: WHEATRIDGE , e overo e g mou be 5125 feel ANSL. The nw@mlDl dolum ~eoordnntes) are in terms of the North AmeC f 1981 Od ~'t'ao CONTOUR - ROn um o ~ (HAD-87) and ore expressed as uegre¢s, mhules, and snoods (to In, neaesl tenth of o second) The ueriitol datum (nelgn(s) are fn terms of the National Geodele Ver6ml Oo1un of 1988 (NCVD 88) and are delermlrrcd to the nearest iwl. SITE NUMBER, 82177 SITE ADDRESS: 10019 W. 26TH AVE. d MONUMENT FOUND ~ WHEATRIDGE, COLORADO 80215 COUNTY OF JEFFERSON i-- OWNER'S NAME : OWNER'S ADDRESS : Surveyor Seolj EFrofessionol Surveyor 57gnolurej i ASSESSOR'S PARCEL NUMBER(S) (A P N ) i t LATITUDE & LONGITUDE . . . ceouNO ELEVATION 5569' (NAVO) I 11CP5 COR 2(ZECTjON BASIS OF ELEVATIONS 1 . PS SESSION fOR CENTROID BASIS OF BEARINGS' G _ . 4OCATION_ ALL 0_THERS_ BAS _D_ Old_RECO_RD______R_____ ~ E ' - N ~ Z\37040dGto\drawingN CPOWN HILL omp ~ YQE NOTES LATITUDE GINDE LO D I NOTE. THE LOCATION OF EXISTING UTILITY FACILITIES HAS NOT BEEN RESEARCHED THE CONTRACTOR SHALL CONTACT THE RESPECTI T r N . AN GROUND ELEVATION TAKEN At APPROXIMATE CENTER TOWER, 2 THIS acs SITE EXHIBIT i e P t S ~ . VE U ILITY CDMPANIES TO OBTAIN INFORMATION REGARDING EXACT DEPTH OF BURIAL . No A LAND su vcr I u OR IMPROVEMENT SURVEY Put. } PR AND HORIZONTAL LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. . ALL IM OVEMENTS SHOWN REPRESENT CONDITIONS FOUND DURING INITIAL FIELDWORK THE SURVEYOR ASSUMES NO RESPONSIBILITY FOP THE DELINEATION OF I ON AUGUST i°. 2000. SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON TH P ~ a. 1111 Pcs srtE EXHIBIT WAS PRODUCED vniNOUi tNE eENErri OF A cuAAENi TI III coMUnuEN t. ~ IS LAN. PROPERTY LEGAL DESCRIPTION DESCRIPTION OF EASEMENT(S) SITE DATA I W 0 W W X OF 1 CAD FILE NAME 39285.DWG PROJECT NUMBER REVISIONS ISSUE DATE DRAWN i CHECKED SEAL 01-39285 LEGEND LEGEND 0 MONUMENT AS DESCRIBED (R) RECORD VALUE (M) MEASURED VALUE (C) CALCULATED VALUE POC POINT OF COMMENCEMENT POB POINT OF BEGINNING POT POINT OF TERMINUS y4e 1311 LAMP POST © ELECTRIC METER © GAS METER P TELEPHONE PEDESTAL UTILITY POLE UTILITY POLE WITH TRANSFORMER -0- WOW SLAT FENCE - X - CHAIN LINK FENCE -OH- OVERHEAD UTILITY LINE -UG- UNDERGROUND GAS LINE u~ CONCRETE 5' PSCO EASEMENT BOOK 2144 PAGE 741, 15' CRICKET ACCESS EASEMENT 5' EDSCO EASEMENT REC. NO. 82028480 N '955,00 "w \ .5.00 \ 1S \ O ~ H \ N89 '00 °W 725. 16' EASEMENT - , APPROXIMATE" LOCATIONS BUILDING GND. ELEV. 5569.9 o \ o 1 TELCO v - _ ❑I \ 0°5 X \X 555,.34' h - II---------I 10' WIDE DENVER WATER BOARD EASEMENT BOOK 2678 PAGE 275 OH I- - - - - - - - - - - - - - - - - - - - S N ~ h Q~) I I I I BRICK BUILDING TOP. EL.V. 5592.7 j \ -p0 \0 0 0 ~ ` \ LP 10' US WEST NEW VECTORS EASEMENT REC. N0. 92147796 _-7/~~~~ o~ \4 Y 657. 95 W. 26th Ave, \ - AMERICAN TOWER PROJECT AREA 1 A-2 z I SITE PLAN I I I LATTICE TOWER 10' CRICKET UTILITY EASEMENT GND. ELEV. 5569.1 TOP. ELEV. 5725.8 AWERICAN TOWER CORPORATION Regionol office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART. 1S PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I Achitaels - Engineers, P.C. 12250 Errel lull AV-1, 5.de 302 Auroro, C.I.I.d. 80014-1253 301750,6999 TAX 301750.0324 REVISION NO. DESCRIPTION BY DATE I CLIENT REVIEW SCP 0910..01 2 CLIENT REVISION SJH 10-04.01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE 97 KENNET D. CAMP 11 - RA Ll CH Y: r DATE DRAWN: 09.14.01 SCR JOB N0: 206053.003 SHEET TITLE: SITE PLAN SHEET NUMBER: REV. y A-1 1 NOTE: EXISTING ANTENNAS AND MICROWAVE DISHES NOT SHOWN FOR CLARITY. EXISTING 156.7' LATTICE TOWER PROPOSED (3) NEXTWAVE RFU MOUNTED 1' BE PROPOSED ANTE 4 A-4 PROPOSED UTILI COMPANY DISCO SWITCH 40DA-2 PROPOSED AMEF TOWER UTILITY DISTRIBUTION CE E-1 F-4 88 PROPOSED GPS ANTENNA MOUN' ICE BRIDGE 1 A-4 PROPOSED ICE ASSEMBLY & MI z A-4 PROPOSED NEX'. BBU UNIT MOUP UNISTRUT BELO% EXISTING ICE BF POLES PROPOSED UNIS ATTACHED TO V ICEBRIDGE SUPP POST PROPOSED TELC FROM VERIZON AND OWEST DEMARCATION BOX EXISTING BRICK BUILDING EXISTING 6'-0" HIGH CHAIN LINK FENCE PROPOSED NEXTWAVE ANTENNAS W/ AZIMUTHS OF 30', 110', AND 220' ENLARGED SITE PLAN I SIGN SCHEDULE YELLOW CAUTION SIGN MOUNTED ON FENCE FACING EXTERIOR OF COMPOUND RED WARNING SIGN MOUNTED ON TOWER BY CLIMBING LADDER AMERICAN TOWER SIGN. REFER TO SHEET A-4 FOR LOCATION EMPLOYEE NOTICE SIGN. REFER TO SHEET A-4 FOR MOUNTING LOCATION ANWERICAN TOWER CORPORATION Regional office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WP17EN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Archlt-ts - En9--. P.C. 12250 East IIIff Avenue, Suet= 302 Aurora, CGOrONO 00014-7253 301750.6999 FAX 303.750.0320 REVISION NO. DESCRIPTION BY DATE 1 CLIENT REVIEW _ SCP _09.14;01 2 CLIENT REVISION SJH 10.04.01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 156 200 Q r KENNE H D. CAMP H r , SCR JOB NO: 206053.003 SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: REV. If A-2 1 0 5'-4' 10'-8" SCALE: 3/32"=1'-O" EXISTING VERIZON 10' WHIP ANTENNA @ 165' OF TOWER 5.7' t A.G.L. EXISTING (3) VERIZON ANTENNAS @ EXISTING (1) VERIZON 4' MICROWAVE DISHES @ 148' EXISTING (2) VERIZON 4' MICROWAVE DISHES @ 143' EXISTING CRICKET ANTENNAS @ PROPOSED NEXTWAVE ANTENNAS AZIMUTHS OF 30', 110', AND 22 DF NEXTWAVE ANTENNAS (Ul ± A.G.L. - ? _OF RFU UNITS (UP TO 3' -8" f A.G.L. PROPOSED (3) NEXTWAVE RFU U MOUNTED 1' BELOW PROPOSED ANTENNAS EXISTING 156.7' LATTICE TOWER EXISTING ICE BRIDGE ASSEMBLY PROPOSED ICE BRIDGE ASSEMBLY PROPOSED NEXTWAVE BBU PROPOSED GPS ANTENNA PROPOSED ICE BRIDGE ASSEMBLY PROPOSED NEXTWAVE BBU PROPOSED GPS ANTENNA PROPOSED UTILITY COMPANY DISCONNECT SWITCH 40OA-2P EXISTING 6'-0" HIGH CHAIN LINK FENCE PROPOSED AMERICAN TOWER UTILITY - SERVICE DISTRIBUTION CENTER FINISHED GRADE 0 5'-4' 10'-8" SCALE: 3/32"=I'-0" I NORTH ELEVATION 1 1 1 WEST ELEVATION 12 1 ,O MERICAN TOWER CORPORATION Regional office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE. ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE. REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE SO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Archnecls - Engi- . P.C. 72250 E.M nUI Avenue Sun, 302 Aurora, C.t.-o 80014-1253 303.750.6999 FAX 303,750 0324 REVISION NO. DESCRIPTION BY DATE I CLIENT REVIEW SCI` a9.i4.o1 2 CLIENT REVISION SJH 10,04,01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 1200 TI 9 Q ENNETH D. CAMP x113 ,CO s 1mu;;.,Q,RgW : 09,tA~b SCR JOB N0: 206053.003 SHEET TITLE: ELEVATION VIEWS SHEET NUMBER: REV. # R-3 1 PROPOSED CPS ANTENNA----"---'- -AMENNA PROPOSED PROPOSED PPEHEAD-- vecwv TO MATCH EXISTING PC PROPOSED ICE BRIDGE ROF I-MIC ADAPTER BRACKET AS REQUI O NG (FIELD VERIFY MB 1409 ( FIELD ff1' 9 OF TOWER COAX ROUTE QI I LEG PRIOR 70 INSTALLATION) J I ( PROPOSED e6D TOWER SUPPORT LEGS o MOUNTED 70 PROPOSED UNISTRUT ISiRUI r _ f 1 FABRICATE NOTCH PLATE '0 I 1 ACCOMMODATE SMALLER TOWER EXISTING PIPE COLUMN y I W PROPOSED P1000 UNISiRUT MOUNTED TO EXISTING RE BRIDGE I LEG IN MOUNTING KIT IF MFG STANDARD N07 TIGHT FIT T - SUPPORTS WITH BBU U-BOLTS. TO BE FIELD ~'-U-BOLTS u I VERIFIED ! 1 POPED CPSS ADNi NNA FINISH GRADE S ( 2 GROUNDING KIT 1 - I/2" CIA COAX CABLE ( OR EQUAL ; 5 Mw. BENDING RADIUS -M7 SOW ) NOTE. MICROFLECT ADAPTER BRACKET MOUNTING KIT (INCLUDES (2) -FLANGE UNITS AND (8) - U-BOLT ASSEMBLIES) VERIFY TOWER LEG SIZE PRIOR TO INSTALLATION GRADE LINE GPS ANTENNA MOUNTING DETAIL 1 ELEVATED CABLE SUPPORNMICROFLECT OR APPVD. EQUAL) TO SCA T E 2 NOT USED 3 NoTT SCALE NO L 23,0" 19.5° ~I WEIGHT = 85LB WEIGHT = 175L8 m N r r i - m 0 - 15.9" RFU BBU RADIO FREQUENCY UNIT 4 BASE BAND UNIT NOT SCALE 5 POWER BACKUP CABINET SCALE- NOT ALE CIO A 4 NOT USED NoTTO uB 7 NOT USED SCALE. NOT TO SCALE 8 NOT USED SC: NOT TO SCALE 9 AW==RICAN TOW=R CORPORATION Regional office 2801 YOUNGRELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1 Amhltects - Englnetts, PC 12250 Eusl TI!I Ae - Buee 302 Amain, Golomdo 80014-1753 307,750.6999 FAX 305.750.0324 REVISION NO. DESCRIPTION BY DATE CLIENT REVIEW SCP 09 14,01 A CLIENT REVISION SIH 10,0401 2 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS, L, X200 T ST A 0 ~O KENNETH CAMP tl1~ ~ ~ BY: "CKErC+ Y: A AxM: `09,10;07' SCR JOB NO. 206053.003 SHEET TITLE: VERIZON DETAILS SHEET NUMBER. REV. N A-4 1 LEOM - T - TELEPHONE SERVICE - E - ELECTRICAL SERVICE - G - GROUNDING CONDUCTOR, O 5/8"o ~ 8'-0" LONG COPPER-CLAD GROUND ROD t~-P GROUND BAR. GROUNDING CONNECTION a MANUAL TRANSFER SWITCH a ELECTRICAL PANEL ® DISCONNECT SWITCH Q '.SJ ELECTRICAL FEEDER IDENTIFICATION F ELECTR{CAL METER WP ® MOBILE GENERATOR RECEPTACLE EARTH GROUNDING -{1- i TRANSFORMER F L °J CURRENT TRANSFORMER CIRCUIT BREAKER EXISTING 100 KVA SEC.. 208V/120V 30 POWER MOUNTED TRANSFORMER BANK LOCATED 100 FEET NORT OF EXISTING UTILITY POLE ISC= 23,800-+ r I I IOOA/2P 403A/2P I M I SPARE METER ISC= 10,000 IOOA/2P BASE BANI C NEi ~PRONDMO WITH H NEW 1,q SPARE METER TELECOM EWIPMENI ' 400A BUS MOUNT TO EXISTING 6OA/2P UTILITY POLE N I ( I 4 n 101/0 B, G NEW G SERVICEENTRANCE RATED MULTI METER CENTER 10,000 AIC RATED GRADE I 3/4`v7 LONG CRC ELLS DRE GROUND GROUND ROD TYPICAL !~~AN[D TO BURIED GROUND RING ONE-LINE DIAGRAM E-1 NOT TO SCALE LOAD CALCU.AMM NEW MULTI METER CENTER NEW POWER BATTERY CABINET = 10.4KVA FUTURE EOUIPMENT 16.6KVA FUTURE EOUIPMENI = I6 6KVA TOTAL 436 KVA OR 209.6 AMPS Fit SCHE U.E ( 1 (30500 MCM CU 7HW) - 3" GRC (30500 MCM CU 7HW) - 3" PVC O (101/D) 3/4 C. (306 CU THIN & 1010 GND) I" C I FMLT aFfeu CALOU.7m f = 2.0 r 120 r 67.826_ 183 2 r 21390 x 208 M= =0.35 1 + 1.83 0.35 x 67.826 = 23,800A SYM AVAILABLE 1=20c 160 r 23.800=137 26706 r 208 M = = 0.42 '-1.37 042 x 23,800 = IOGOOA SYM AVAILABLE OLT CURRENT BASED ON EXISTING 106KVA TRANSFORMER WITH INFINITE PRIMARY AM=RICAN T01N=R CORPORATION Regional office 2601 YDUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE. ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE. REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1 eers. PL. Arch' lects - ig du 12250 Eost IKIt AV, e, Solt, 302 Aaron, Colorado 80014-1253 303750.6999 FAX 303.750.0324 REVISION NO. DESCRIPTION BY DATE 1 CLIENT REVIEW SCP 09.14.01 2 CLIENT REVISION SJH 10,0421 SITE NUMBER: 62177 SITE NAME: WNEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621 RED ILL, #200 TUSTIN 92870 ♦ C' s 95253 • i cVJ O ~ ♦ (C a j, \ DRAWN CHECKED BY: H DATE DRAWN: 09,14.01 SCR JOB NO: 206053.003 SHEET TITLE. ONE LINE DIAGRAM SCHEMATIC SPECIFICATIONS GENERAL NOTES SHEET NUMBER, REV, # E-1 EXISTING UTILITY POLE /-EXISTING ASPHALT DRIVEWAY -E-x _ E E -,,\E E E - \-NEW 120/208V 10, 3W, UNDERGROUND SERVICE ENTRANCE v,,,~ ~TEXISTING LATTICE TOWER NEW SERVICE ENTRANCE E I WEATHERHEAD V Y KEYB? X88 NEW SERVICE ENTRANCE WEATHERHEAD MOUNTED TO EXISTING UTILITY' POLE ROUTE SERVICE ENTRANCE SURFACE MOUNTED TO UTILITY POLE TO BELOW GRADE ROUTE UNDERGROUND TO UTILITY SERVICE PEDESTAL LEAVE 5 FOOT PIGTAIL AT WEATHERHEAD FOR CONNECTION BY UTILITY COMPANY. EXISTING UTILITY POLE WITH. 100KVA. 208V 30 POLE MOUNTED TRANSFORMER BANK. NEW SERVICE ENTRANCE LOCATED 30" BELOW FINISH GRADE. SEE DETAIL C/E-4 FOR INSTALLATION REQUIREMENTS. O NEW UTILITY SERVICE PEDESTAL FOR MOUNTING NEW MULTI METER CENTER. SEE DETAIL H/E-4. y, 1~ I TRUE i 1 EXISTING BUILDING NORTH 0 5' 10' SCALE: 1"=10'-0" PARTIAL ELECTRICAL SITE PLAN 1 1 /1M8RIC kN TOWER CORPORATION Reoionol office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSNE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEN SHALL. CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. F Architects - Engme-, P,C 12250 East 11; if Avenue, Sone 302 Amoco, Colorodo So) 14-1253 303.750.5999 FAA 303,750.0324 REVISION NO. DESCRIPTION BY DATE /1\ CLIENT REVIEW SCP 09.14.01_ 2 CLIENT REVISION SJH 10.04.01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621 REDHILL, #200 TUSTI 2870 ROID EgG1 u F O w 15253 0 0- t DRAW CHECKED BY. SJH DATE DRAWN; 09.14.01 SCR JOB NO:. 206053.003 SHEET TITLE: ELECTRICAL SITE PLAN SHEET NUMBER: REV.# E-2 j7 E KEYE'~Nt~6 NEW MULTI METER STACK MOUNTED TO UTILITY PEDESTAL, ROUTE FEEDER FROM UTILITY METER TO EQUIPMENT MOUNTED TO EXISTING FENCE. MOUNT RACEWAY WITH EXISTING RACEWAYS. ROUTE RACEWAY TO EQUIPMENT CONNECTION POINT. VERIFY EXACT LOCATION PRIOR TO ROUGH IN. SEE ONE LINE DIAGRAM I/E-1 FOR SIZE REQUIRED. ANTENNA GROUND BAR MOUNTED TO EXISTING LATTICE TOWER MOUNTED BELOW RADIO FREQUENCY UNIT (RFU). PROVIDE #2 BARE SOLID TINNED CONDUCTOR FROM ANTENNA GROUND BAR TO NEW RFU. SEE DETAIL A/E-4 FOR CONSTRUCTION AND DETAIL E/E-4 FOR GROUND CONNECTIONS REQUIRED. ® PROVIDE #2 BARE TINNED COPPER CONDUCTOR FROM ANTENNA SUPPORT TO ANTENNA GROUND BAR. PROVIDE #2 BARE TINNED COPPER CONDUCTOR FROM ANTENNA GROUND BAR TO MASTER GROUND BAR LOCATED AT EQUIPMENT, ROUTE CONDUCTOR WITH NEW COAX CONDUCTORS. ©PROVIDE #2 BARE TINNED COPPER CONDUCTOR FROM MASTER GROUND BAR TO NEW BASE BAND CABINET(BBU). VERIFY EXACT CONNECTIONS REQUIRED. MOUNT MASTER, GROUND BAR TO NEW CONCRETE EQUIPMENT PAD. SEE DETAIL A/E-4 FOR CONSTRUCTION AND D/E-4 FOR CONNECTIONS REQUIRED. PROVIDE #2 BARE TINNED COPPER CONDUCTOR FROM MASTER GROUND ROD TO EXOTHERMIC WELD CONNECTION AT NEW WAVEGUIDE BRIDGE STEEL SUPPORT. PROVIDE #2 BARE TINNED COPPER CONDUCTOR FROM MASTER GROUND ROD TO EXOTHERMIC WELD CONNECTION AT EXISTING LATTICE TOWER LEG NEAR BASE OF TOWER, NOTE 1. RESISTANCE OF EXTERIOR GROUND CONTOUR SHALL NOT EXCEED 5 OHMS. 2. ALL GROUND SYSTEM CONNECTIONS LOCATED BELOW FINISHED GRADE SHALL BE EXOTHERMICALLY WELDED. I GROUNDING SITE PLAN 1 1 1 /1M=RICAN T®W=R CORPORATION Regional office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THLE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL 8E RESTRICTED 70 THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PUNS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FAG[ EVIDENCE 0, ACCEPTANCE OF THESE RESTRICTIONS. P AlChitedS - Engir¢ers. P,C . 12250 East 6f1 Avew S,Ae 302 A-'., Colorado 80014-1253 303.750.6999 FAX 301750.032+ REVISION NO. DESCRIPTION BY DATE 1 CLIENT REVIEW SCP 09 1401 2 CLIENT REVISION SJH 10.04.01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621 REDHILL, #200 TUS 2870 R P or 15253 DRAW CHECKED BY: SJH DATE DRAWN. 09.14.01 SCR JOB NO: 206053.003 SHEET TITLE: SITE GROUNDING PLAN SHEET NUMBER: REV. # E-3 1 E E E E E E E- T 1f I~16 ~ 0 'Ti6 0 0 0 Y ° p 8 p p o t ° 0 p 0 % p o 3 00 0 1 p I-3/i5 B 2 OR 3 HOLE CONFIGURATION NOTE TWO HOLE LUG CONNECTOR BOLTED TO EACH SIDE OF GROUND BAR ACCEPTABLE TO REDUCE GROUND BAR NOTES: SIZE I) NEWTON INSTRUMENTS CO. COPPER GROUND BAR OR APPROVED EQUAL, 1/4' x 4" x LENGTH AS REQUIRED. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2) INSULATORS 3) STAR WASHERS ON ALL CONNECTIONS 4) WALL MOUNTING BRACKET 5) 5/6-11 X I" H.H.CS. BOLTS 6) TWO HOLE LUG TYPE CONNECTOR TYPICAL 7) USE ANTI-OXIDATION COMPOUND ('KOPR-SHIELD') ON ALL CONNECTIONS B) BAD CENTERS OVER 200' REQUIRE A MIDDLE GROUND BAR. CABLE GROUND KIT 7 T6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) ANTENNA COAX CABLE 1 _ _ TO ANTENNA ( 3 3/1, I 6' y2" DA. --3 Y' x 1 APPP.OA. INSIDE WALL J OF BUILDING AT ANTENNA GPS CABLE END CABLC GROUND Kli~ WRE (GROUNOEDDTO GROUND RBAR) (STANDARD ANDREW GROUNDING KIT) TO ANTENNA ANTENNA - COAX CABLE i P" 12 APPROX AT ANTENNA CABLE END NOTE DO NOT INSTALL CABLE GROUND KIT Ai A BEND 24" TRENCH AS REQUIRED NOTES: 1. EXCAVATE TO REQUIRED DEPTH 2. VERIFY ALL TRENCHING REQUIREMENTS WITH SERVING UTILITIES. 3. CALL BEFORE YOU DIG CONTACT SERVING UTILITIES STANDARD GROUND BAR (TOP,BOTTOM,) I TYPICAL CONNECTION AT ANTENNA AND MAIN) NOT TO-SCALE A CABLE END FROM ANTENNA F OTY 6) ANTENNA CABLE (TYP.) ISOLATORS ANTENNA TO GROUND BAR INSTALLED AT THE TOP OT MONOPOLE. D CABLE COVER j ASSEMBLY 1 ALL DOUBLE 1 • ~ ~ HOLE LUGS (lYP) SA ISOLATORS ('BCW TO LATTICE TOWER LEG NOT T.ScALE I B I UTILITY SERVICE TRENCH DETAIL FROU awENNA- STANDARD ANDREW GROUND KG InF1 ANTENNA ~JUMRER 1/2' (n'P) CARES A T J X ANTENNA CABLE / NO SHARP BENDS CONNECTOR y Y----~10 VERNCAL WAVE GLIDE GOLD SHIUNK A6 AWG ( LADDER WEATHERPROOFING xli (TYP) STRANDED COPP R WIRE VIII DOUBLE HOLE I CONNECTORS (TIP) 12 AWG BOW PARTS LIST - 0 F.^.t. ITEM PART NO DESCRIPTION QTY. MT-C649,0i 84' x 3$" O.D. PIPE MT-C649.02 36" INSERT 2 M7-C649.03 VER14CAL MEMBER 9 ® MT-C649.04 HORIZONTAL MEMBER 4 0 M7-C6079 3-1/2' O.D. PIPE CAP 2 © MT-514 3/8" ANGLE ADAPTOR 38 0 GU-84355 1/2 x 3-5/8 a 5" GALV. U-BOLT ASSY. E ® GB-04145 1/2 x 1-112" GALV. BOLT ASSY. 2 ® GB-03065 GW-FO3 3/8 r 3/4" GALV. BOLT ASSY. 318" GALV. FLAT WASHER 38 38 NOT SHOWN TO PREVENT CORROSION. ASSURE THAT THE PIPE SLEEVE IS COMPLETELY BELOW GROUND LEVEL AND ENCASED IN CONCRETE. WARNING TAPE --UNEXCAVATED EARTH I- 24" MIN. OR AS PER LOCAL CODE WHICHEVER IS GREATER COMPACTED FILL. (90%) OR SLURRY AS PER UTILITY CO. REQUIREMENTS POWER RACEWAY SEE ONE-LINE DIAGRAM FOR SIZE REQUIRED SCALE C NOT TO SCALE NOTES. 1. UNLESS OTHERWISE NOTED, ALL UNDERGROUND PVC TO BE SCH 40. ALL OTHER UNDERGROUND PVC CONNECTIONS TO BE SCH 80. 2. ALL ABOVE GRADE PVC TO BE SCH 40. ALL CONNECTIONS TO BE SCH 40 PVC OR SEALTICHT. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID. 1 ALL WIRE CONNECTIONS & CONDUITS TO BE SUPPLIED BY CONTRACTOR UNLESS OTHERWISE NOTED OR SPECIFIED BY CONSTRUCTION MANAGER. 04 ADDITIONAL ANGLE ADAPTORS (NOT SHOWN) ARE USED TO MOUNT SERVICE BOXES TO THE VERTICAL MEMBERS. TYPICAL ANTENNA GROUND TO MASTER GROUND BAR N]TTOaIE D GROUND BAR (ANTENNA LEVEL) NOTT 7EJ E 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING 70 SITE CONDITIONS. 2. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER MULTI METER -~_0• STACK PROVIDED AND INSTALLED 13 BY CONTRACTOR ) WIRE UNLESS OTHERWISE NOTED. (TYPICAL) 11 TYPE TA TYPE XA 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT Will BE PROVIDED, FURNISHED AND INSTALLED BY 'hE VENDOR. 4, ALL BELOW GRADE CONNECTIONS. EXOTHERMIC WELD TYPE, ABOVE GRADE CONNECTIONS. EXOTHERMIC WELD TYPE M S (TYPICAL)( D(TYPICAL) S. GROUND RING SHALL BE LOCATES A IAWIMUM OF 30" BELOW GRADE OR B` MINIMUM BELOW THE FROST LINE. 400A MAIN CIRCUIT- _ 1 TYPICAL BREAKER - ) QYPICAL) d3-- 6 INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-O" FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR TYPES TYPE TLS TYPE H FENCE. 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST TREAT WITH A COLD GALVANIZED SPRAY. I 4" PVC PVC FINISHED GRADE /.-@(TYPICAL): ,UJ 8. GROUND BARS: A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED BOTTOM OF ANTENNA POLE/MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX , YPE GT TYPE GR TYPE VB FEEDER CABLES SHALL BE FURNISHES AND INS'ALeEC BY EL ELECTRICAL CONTRACTOR- LOWER JUMPERS (FURNISHED BY OWNERS) SHALT BE INSTALLED AND CONNECTED By EQUIPMENT VENDOR. B. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO EQUIPMENT CABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR- ' I I I i 70 NEW SERVICE-WFATHERHEAD ~r : 0 0 9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY A LICENSED ELECTRICAL CONTRACTOR- / TYP D 12" DIA MINIMUM -----~J ( )o- 10. OBSERVE NEC, AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE G.E.C. AND SEEVONE ENTRANCE EINIRAU0LIN0 - TYPE VS TYPE CL LUGY 3S 11. GROUNDING ATTACHMENT TO TOWER. SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). 12. LIGHTNING ROD DOWN SHALL BE 210 GREEN INSULATED WITH NON-METALIC HOLDERS - CONTINUOUS TO I ROD CAD WELD DETAILS NOT-ALE F NOT TO-SCALE GROUND NOTES I G SCALE, UTILITY SERVICE PEDESTAL DETAIL IJ0T 7b SCALE i H ,/1M=RICAN TOW=_R CORPORATION Regional office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED 70 THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD. IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN LOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE Of THESE RESTRICTIONS. 0 A,Nt-ts - Engineers, RC. 12250 E0w1 DIU Avenue, Sufte 302 A-— Comma, 80014-1253 303.750.6999 FAX 303750.0324 REVISION NO. DESCRIPTION BY DATE ~i CLIENT REVIEW SCP 09 14.01 2 CLIENT REVISION SJH 10.0401 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621 REDHILL, #200 TUSTIN, ' 92870 E~ 4~© ~ T ♦.ff~.~ A wl s ,CI t 15253 l y v D CHECKED H DATE DRAWN: 0914.01 SCR JOB NO: 206053.003 SHEET TITLE: DETAILS SHEET NUMBER: REV. M E-4 TABLE OF CONTENTS 1,0 GENERAL REQUIREMENTS 1.1 Purpose and intent 1.2 Conflicts 1.3 Cleaning 1.4 Codes 1.5 Licensing 1.6 OSHA 1.7 Photos 1.8 Building Permits 1.9 Zoning Regulations and Conditional Use Permits 1.10 FAA Permit and Tower Lighting 1.11 Tower Security 1.12 Site Control 2.0 SITE PREPARATION 2.1 Scope of Work 2.2 Product and Materials 3.0 EARTHWORK 3.1 Scope of Work 3.2 Quality Assurance 3.3 Products and Materials 3.4 Clearing and Grubbing 3.5 Stripping 3.6 Common Excavation 3.7 Embankment 3.8 Site Grading 3.9 Subgrode Preparation 3.10 Geotextile Fabric 3.11 Grave! Surfacing 1,0 GENERAL REQUIREMENTS 1.1 PURPOSE AND INTENT A. The drawings and specifications ore intended to be fully explanatory and supplementary, however, should anything be shown, indicated, or specified on one and not the other, it shall be done the some as if shown, indicated or specified in both. Should there be any discrepancies between requirements shown in both, the more stringent requirements shall apply. B. The intention of the documents is to include all labor and materials reasonably necessary for the proper execution and completion of the work as stipulated in the contract. C. The purpose of the ATC construction specifications is to interpret the intent of the drawings and to designate the method of the procedure, type and quality of materials required to complete the work. 1.2 CONFLICTS A. Verify all measurements at the site before ordering mcteriol or doing any work. No extra charge or compensation will be allowed due to differences between actual dimensions or dimensions shown on plans. Submit notice of any discrepancy in dimensions or otherwise to ATC for resolution before proceeding with the work. B. No plea of ignorance of conditions that exist, or of difficulties of conditions that may be encountered, or of any other relevant matter concerning the execution of the work will be accepted as an excuse for any failure or omission on the part of the Contractor to fulfill every detail of all the requirements of the constrution documents governing the work. 1.3 CLEANING 1.8 BUILDING PERMITS ATC will submit construction documents to the jurisdictional authority for plan check and review. Contractor will submit licensing and Workman's Compensation information to the jurisdiction as required to obtain the building permit. Contractor shall coordinate and schedule required inspections and post required permits at the job site. Comply with specific project-related requests and suggestions made by building inspector, and inform Construction Manager of any such work that may may be beyond the scope of the contract or deviate from the construction documents. ATC will reimburse the contractor for fees, for plan review, building permit, connections, and inspection. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS ATC will submit for and obtain all zoning and Conditional Use Permits. Some use permits may have specific requirements for the site related to construction, such as noise regulations, hours of work, access limitations, etc. The Construction Manager will inform the Contractor of these requirements at the Pre-Bid Meeting or as shown in construction documents. 1.10 FAA PERMIT AND TOWER LIGHTING 4.0 TRENCHING 4.1 Materials 4.2 Pipe Detection and Identification 4.3 Trench Excavation 4.4 Trench Protection 4.5 Backfilling 4.6 Compaction 5,0 CHAIN LINK FENCES AND GATES 5.1 General 5.2 Products and Materials 6.0 LANDSCAPING 7.0 CONCRETE FORMWORK 6,0 CONCRETE REINFORCEMENT 9.0 CAST-IN-PLACE CONCRETE 10.0 STRUCTURAL STEEL 11.0 GROUNDING Refer to construction documents and Construction Manager for FAA and state lighting requirements. Contractor sholl provide temporary FAA approved lighting until permanent lighting is operational. 1.11 TOWER SECURITY Tower must be secured from intruders when erection begins. Do not allow the gate accessing the tower area to remain open or unattended at any time for any reason. Keep the gate closed and locked when not in use. Keep the site free from accumulation of waste and rubbish caused by employees. At the completion of the work, remove all waste and non-construction material, including all contractor tools, scaffolding, 1.12 SITE CONTROL and surplus material and leave site clean and ready for use. 1.4 CODES Contractor shall be responsible for following all laws, regulations, and rules promulgated by Federal State and local authorities with jurisdiction over the site. This responsibility is in effect regardless of whether the low, ordinance, regulation or rule is mentioned in these specifications. 1.5 LICENSING Have and maintain a valid Contractor's license for the location in which the work is to be performed. For jurisdictions that license individual trades, the tradesman or subcontractor's performing those trades shall be licensed. Research and comply with licensing laws, pay license fees, and select and inform subcontractors regarding these laws. 1.6 OSHA Follow all applicable rules and regulations of the Occupational Safety and Health Administrations, and State laws based in the federal Occupational Safety and Health Act. These regulations include, but are not limited to, regulations dealing with tower construction and safety, excavations and trenching, and work in confined spoces. Ensure that employees and subcontractors wear hard hats at all times during construction. 1.7 PHOTOS Provide photographic evidence of all foundation installation, grounding, and trenching after placement of utilities prior to bockfill. A. The contractor is completely responsible for containment of sediment and control of erosion at the site. Any damage to adjacent or downstream properties will be corrected by the contractor at no expense to ATC. B. The contractor is to maintain adequate drainage at all times. Do not allow water to stand or pond. Any damage to structures or work on the site caused by inadequate maintenance of drainage provisions will be the responsibility of the contractor and any cost asSiocloted with repoirs for such damage will be at the contractors expense. C. All waste material shall be properly disposed of off-site or as directed by the Construction Manager and in accordance with jurisdictional authorities. 2,0 SITE PREPARATION 2.1 SCOPE OF WORK INCLUDES: A. Protection of existing trees, vegetation and landscaping materials which might be damaged by construction activities. B. Trimming of existing trees and vegetation as required for protection during construction activities. C. Clearing and grubbing of stumps, vegetation, debris, rubbish, designated trees, and site improvements. D. Topsoil stripping and stockpiling. E. Temporary erosion control, siltation control, and dust control conforming to local requirements as applicable. F. Temporary protection of adjacent property, structures, benchmarks, and monuments. G. Protection and temporary relocation, storage and re-instollotion of existing fencing and other site improvements scheduled for reuse. H. Removal and legal disposal of cleared materials. 2.2 PRODUCTS AND MATERIALS (As approved by Construction Manager or as noted in construction documents.) A. Materials used for tree protection, erosion control, siltation control, and dust control as suitable for specific site conditions. AMERICAN Y&WER CORPORATION Reglonol office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SRALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0 A,,14 1l - Eng~n=¢rs. P.C. 12250 Eosl VIII Avenue. Sole 302 A. Colorado 8001 -1253 303 750.6999 FAX 303.750.0324 REVISION NO. DESCRIPTION BY DATE 1 CLIENT REVIEW LP 09 14,01 2 CLIENT REVISION S1H 10.04.01 SITE NUMBER; 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS: 15621 Ep #200 r e :Y 15253 ? o~ ~O • ply ON DRAWN BY: CHECKED BY: SJH DATE DRAWN: 09.14.01 SCR JOB ND: 206053.003 SHEET TITLE: SPECIFICATIONS SHEET NUMBER: REV, E' SP-1 1 5.0 CHAIN LINK FENCES AND GATES 5.1 GENERAL A. Provide chain link fences and gates as complete units by a single supply source including necessary erection accessories, fittings, and tosteners. 5.2 PRODUCTS AND MATERIALS (As approved by Construction Manager or as within construction documents.) A. Compound fabric 72 inches high and over with 2-inch mesh shall be knuckled at one selvage and twisted at the other. B. STEEL FABRIC: Comply with Chain Link Fence Manufacturers Institute (CLFMI) Product Manual. Furnish one piece of fabric widths. Wire size includes zinc or aluminum coating. 1. Size: 2-inch mesh, 9 gouge (0.148-inch diameter) wire. 2. Galvanized Steel Finish: ASTM A 392, Class 2, with a minimum 2.0 oz. zinc per SO. FT. of uncoated wire surface. C. FRAMEWORK AND ACCESSORIES: 1. General Requirements: Except as indicated otherwise, conform to the Chain Link Fence Manufacturers Institute (CLFMI) Product Manual, Industrial Steel Guide for Fence Roils, Posts, Gates and Accessories, including Table II. 2. Strength requirements for posts and roils conforming to ASTM F 669. 3 Type 1 Pipe: Hot-dipped galvanized steel pipe conforming to ASTM F 1083, plane ends, standard weight (schedule 40) with not less than 1.8 oz. zinc per SQ. FT. of surface area coated. 4. Fittings: Comply with ASTM F 626. Mill finished aluminum or galvanized iron steel, to suit manufacturer's standards. 5 Top Rail: Manufacturer's longest lengths, with expansion type couplings, approximately 6 inches long, for each joint. Provide means for attaching top rail securely to each gate corner, pull and end post. o. Galvanized Steel: 11/4 inch NPS (1.66 inch OD) Type l or II steel pipe or 1.625 inch x 1.25 inch roll-formed C sections weighting 1.35 lbs. Per FT. D. SWING GATES: Comply with ASTM F 9000. Provide hardware and accessories for each gate, galvanized per ASTM A 153, and in accordance with the following: 1. Hinges: Non-lift-off type, offset to permit 180 deg. gate opening 2. Latch: Forked type or plunger-bar type to permit operation from either side of gate, with padlock eye as integral part of latch. 3. Keeper: Provide keeper for vehicle gates, which automatically engages gate leaf and holds it in open position until manually released. 4. Gate Stops: Provide gate stops for double gates, consisting of mushroom type flush plate with anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include locking device and padlock eves as integral part of latch, permitting both gate leaves Co be locked with single padlock. E. CONCRETE: Provide concrete consisting of Portland Cement, ASTM C 150, aggregates ASTM C 33, and clean water. Mix materials to obtain concrete with a minimum of 28-day compressive strength of 2000 psi. 1. These provisions apply to all exposed and all formed concrete, exterior or interior, unless specifically detailed otherwise. Perform procedures prior to application of any curing compounds. 2. All Surfaces: Thoroughly clean of all stains, spatter and loose material. 3. Grout tower foundations, piers with a high strength grout per manufacturer specifications. 4. All slabs, walkways will hove c light broom texture finish. Meet all applicable codes, requirements of these construction documents, Sprint Requirements, and ATC construction specifications. 6.0 LANDSCAPING A. Furnish, install and maintain landscape work as shown and or required within the construction documents or as specified in the ATC construction specifications. 7.0 CONCRETE FORMWORK A. Forms: Smooth and free of surface irregularities. Utilize form release agents. B. Chomfer: Exposed edges of all tower foundations shall receive a 3/4" by 3/4", 45 degree chamfer. Other exposed edges shall receive a tooled radius finish. C. Upon completion, remove all forms, including those concealed or buried. D. Refer to structural drawings for additional requirements. 8.0 CONCRETE REINFORCEMENT Refer to structural drawings for all requirements. 9.0 CAST-IN-PLACE CONCRETE For structural concrete (footings, foundations, etc.), refer to structural drawings for requirements. For any miscellaneous concrete, refer to specification book or obtain requirements from Construction Manager. A B C D G. Contractor shall verify all sizes and locations of all electrical openings and equipment/building pads with the electrical drowinas and shop drawings. It shall be the responsibility of the contractor to provide all openings and sleeves for proper distribution for all utilities. Contractor shall refer to drawings of other Contractor shall refer to drawings of other trades and vendor drawings for embedded items and recesses not shown on structural drawings. Prior to pouring concrete the otc company representative shall inspect all foundation steel and foundation subgrade. 10,0 STRUCTURAL STEEL Meet or exceed manufacturer's recommend otlons. All concrete shall comply with ASTM C94 unless noted otherwise. Minimum compressive strength (f'c) at 28 days: 4000 psi for tower foundation, and 3000 psi for all other concrete unless specified in construction documents. Air Entrainment: Provide 4 to 8% air entrainment for all concrete subject to freeze-thaw cycle. Concrete Testing: All foundation concrete shall be tested by an A. Unless otherwise noted, oil detailing, fabrication and placing of reinforcing steel shall conform to the monuai of standard practice for detailing reinforced concrete structures (ACI 315). B. All reinforcing steel shall be new domestic billet steel, conforming to ASTM A-615, Grade 60, deformed. C. Heating and welding of bars is prohibited. D. All reinforcement bars to be free from loose rust, scale, ice and all other objectional materials. E Unless otherwise noted, all reinforcement shall have a minimum concrete coverage of 3 inches. This may require spacers and chairs as required by testing agency or Construction Manager. The use of wood blocking as chairs/spacers is prohibited. F. Splices in reinforcement steel are prohibited, unless approved by Construction Manager. All splices must then meet all applicable ASTM standards for splicing. independent testing agency approved by the Construction Manager. 11.0 GROUNDING All structural tower foundation concrete must be tested. Equipment or building pads ore not required to be tested, unless otherwise noted by Construction Manager. Provide a minimum of 3 cylinders (1-7-day, 1-28-day, 1-spore) for each days pour, or for every 50 yards placed - whichever is greater. Additional tests or cylinders may be required by Construction Manager. A slump, air, and temperature test shall be performed for each set of cylinders cast. Preferably, tests shall be performed at the location of anchor bolts (Piers - for mat & piers, Caissons - top 1/3 of caisson). Tests shall also be required for concrete considered being less than desirable by concrete specification standards. The ATC company representative has the authority to reject substandard concrete. The Contractor is responsible for any concrete not meeting these standards. The Contractor is responsible for coordination of the testing agency a minimum of 24 hours in advance of each foundation pour. E. Vibrate oil concrete using sufficient high frequency, low amplitude mechanical immersion type vibrators. Insert vibrators in concrete at regular intervals and over entire surface to solidly fill concrete around and between reinforcement bars and into corners and irregularities. Vibrate thoroughly through each lift to the previous lift. Revlbrotion as late as the running vibrator will sink through upper layers of its weight, is recommended. Discontinue vibration when rising entrapped air bubbles stop breaking the leveling surface. Do not overvibrate as this may cause segregation. F. Finishing Exposed Concrete Surfaces: /1M=RICAN TOWER CORPORATION Regionoi office 2801 YOUNGFIELD STREET, SUITE 200 GOLDEN, COLORADO 80401 TEL: (303) 274-2556 FAX (303) 274-2113 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCWSNE PROPERT=Y OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE. REPRODUCTION OR PUBLICATION BY ANY METHOD, W WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE Or THESE RESTRICTIONS. a,emleae - E~q~nee~e. P.c. 12250 East I61I Avenue. Suite 302 Aurora, Colomdo Boo14-1251 303.750.6999 FAX 303.750.0324 REVISION NO. DESCRIPTION BY DATE ( II CLIENT REVIEW SCP 0914.01 22 CLIENT REVISION SJN 10.04.01 SITE NUMBER: 82177 SITE NAME: WHEATRIDGE SITE ADDRESS: 10019 W. 26TH AVE. WHEATRIDGE, CO 80215 NEXTWAVE SITE ADDRESS. 15621 REDHI 200 TU Fltd-~ e ! I" Y 15253 `'0 . o ~ s D~JA ~ DRAWN BY: SCP CHECKED BY: SJH DATE DRAWN: 09.14.01 SCR JOB ND:, 20605.3003 SHEET TITLE: SPECIFICATIONS SHEET NUMBER- REV. # SP-3 1 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13153 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/20/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: PARAMOUNT HEIGHTS SHOPING CTR., LLC Property Address : 10019 W 26TH AVE Phone : 462-8526 Contractor License No. : 19931 Company : Specialty Construction & Management Inc Phone : 276-2556 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permif application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge of covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $15,000.00 Permit Fee : $251.25 Plan Review Fee : $0.00 Use Tax : $225.00 Total: $476.25 Use: Description : NEXT WAVE WIRELESS COLOCATION OF ANTENNA ON EXISTING TOWER AND EQUIPMENT TO BE PLACED W/IN EXISTING COMPOUND Ck ~n BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : TRC OK. 2 NOV 01 Zoning : C-7 r. OK 11/20/01 Approval: DM Approval: Occupancy : Walls : Roof : Electrical License No : 18301 Plumbing License No : Company :Thoridon Electirc Company : Expiration Date : 2/28/03 Approval : OK/KS Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (i) This permit was issued in awordance with ihe pmvisions set forth in yopur application and is subject lo the laws of Ihe State of Coloratlo and to the Zoning Regulalions antl Building Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City . (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixry (60) days From issue date or (B) ihe 6uiltling authorized is suspended or abandoned for a period of 720 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalry required, provitled no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihat will change the naWral Flow of water causing a dreinage problem. (5) Conhaqor shall notiry the Builtling Inspector Rvenly-four (24) hours in advance for all inspections antl shall receive written approval on inspection card beFOre proceetliing with successive phases of thejob. (6) The' e~ ance of a permit or ihe approval of drawings and speci5cations shall not be construed to be a permit (or, nor an approval oF, any violation of the ...p si ~s of,h ing codes or any other ordinance, law, rule or regulation. Chief Buildi nspector Stories : Residential Units : QF WMEqr - ~ P ~ U C~C OR A00 17EPARTMENT OF PLANNING A1VD DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CI'TY OF WHEAT RIDGE 7500 WEST 29TH AVENfTE WHEAT RIDGE, CO 80215 - (303-23p5-2p85~ AH3'i"H~[ CATd OIY Properiy Owner: ~ ti~ ~ PropertyAddress: IOD lC( 1.t~ ~IR~'~ ~iE'A~Y4 Contraofor License No.: OWNER/CONIRACfOR SZGNA7'URE OF VNDEgSTAImING MID AGREEPdLNT I hereby certify ttiat the setback distauces proposed by tLis pccmit applicazion are ' accurate, aud do not violate applicabte otdiaeaces, m(es or regutations of the Ciry of WheatRidge orcoveneats, eazeme¢4 orrestrictions ofrecozd;that al] mebcutemrnts showa, e¢d allegations made are accurate; thaz I have read aad conditl .agree to abide by efi oat printed aa this applicatioa and-that Z sssume full responSibiliTy.for compliance wity tfie Wheaz Ridge Bw7ding Code (U.B.G) and au other applicable Wheat Ridge OcdinancGC, for work u¢der tLis permit . (owrER)(cot.zxACroR); Building petmit Number: Date: Phone : 30 3~(p Z- t~2(,p Construction Value~ /1~006. ba Permit Fee: ZS/, 2-.5-- Plan Review Fee: -z2S ciso --Use Tax: ~ Totat: i.17(p, z5 Description: A~'~ a-ak.,e fCs nt6",!a' / J BUII.DING DEPARTMENT USE ONLy ZONING COMMENTS: ' Approval: T{~~ z nl~,v oi , Zoning: c ~ BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof` Electrical License No: plumbing License No: Company; Company: Annr~~tionDate; EXpirationDate: ' Mechanical License No: Company; Expiration Date: npprovai: (I) Tnis peimit wzs iuued in accorda¢<e wily the provisions eet fotty jn yow app]katiop md is Hbject M tbe laws ofthe S2te of Colo Regulations end Buildiag Codes of Wheat Rjdge, Colorado or epy ptbat ypplyeable ordi¢a¢cet af t6e City, radp aad W the Zoning (2) 11333 p«mit shall exy've if (A) the work authorizcd is aot eammenced vrityyp sixry (60) days from issue dah or (B) tye yuddiug au~a~ed is suxpe¢ded or tL'aeori bandoaed for a period of 120 days. (3) IftCispetmitezpum,anewpe~ytmaybeaeq~edforafreoCoae-Iialftl~e a¢d ~ountuotmallyieq~edp~dedno cheuges have See¢aiµ~jllb~madeia giua lp~¢~dspeeificapoas a¢y auspe¢sionorabandonmeuthunotezceededona (1) y.az, Ifcyapges have been or ifsuspeyrioaocabaado~~t 0- Yeaz, [v~( fees slnall be paid fot a¢ew pecmjt. ~4) No xeee work of anY mamei syai~ prome ding be donn tpat will chan6e the natunl flow of water uusin6 a dcyfyage Piablem. (5) ContracWrshallnoEfytheHuildingTyypectortwmty-fot¢(2y)yaursiaadvenceforaIlioypectoysapdshaIlreceiyeyRy~pa with~ ' (6) The isntaace aF a p,mwe~eayy{.h o tye ys" app af rov thaeljofob. drawinga aad specifieaQoas xya11 not he conshued to Le a e pProval m mspec4aa cerd tiefore pro • visioat of Ne b' du or auy other o P anit for, aor rdinantt, law, iuie or regutalion. m approval o{ my vio[ation of the ChiefBuildingins tor SIC: ` Sq.Ft.: Stories: Residential Units: 11~v 1J GUU1 11•VJ rR rl RUL G1yy3bb4ba IU 1S032742113 P,02/05 Tower Ma3ntenance Checldlst ~ r~nan Dateof Inspection: Inspector. A~a✓"-✓ 6rn✓[.S SiteLocation: W kc_0 Company: W~STcR.~/ uon .7.vc Tower Hsight: /~S Signflture: Serial Number. A' ~ 2-1-7 -7 . Owner. 41vtU2i c"✓ 7"0wuQ General /nsiructfons - ✓ PASS if Rem meets requirements. ✓ FAIL'rf item requires repair. ALWAYS DESCRIBE DEFICIENCY IN COMMEN7S SECTION. ✓ CORRECTED if repairs were made to meet requirements for passing grade. ✓ COMMENT if you make remarks in the comment section about an ttem. I] E TOWER SiTE 83 ❑❑O 1. Driveway - Clean and in good repair. ~O❑ 2. Fence - Locked and in good repair. ~OO❑ 3. Buiidings - No visible damage. Locks installed. i TOWER BASE m El l 4. Foundation • Visible tower founda- tions and grout is not cracking, spalling or settfing. No evidence of movement. u(J0~❑ 5. Foundation bolts -Tight, no corro- 4000 sion. 6. Grounding - Base is grounded, wires and connections are ciean and tight. ❑ O❑ 7. Notices - Ovmers notice against unauthorized tower climbing is con- spicuousiy displayed. PiROD name plate attached to tower. TOWER STRUCTURE ❑~~8. Plumb - Tower is piumb and shows no signs of settling ar movement. po[IO Tower Structure'(cont_) 9. Bofted conneclions - No missing or loose bolts, no co►rosion. io0CI 10. Welded connections - No broken or cracked welds, no corrosion. d❑ED ❑ 11. Structural members - AI► struc- tural members, ladder and safety climbing devices have no cracks, bends, fauliy welds, rust or loose or missing boks. L~JI.~. 12. Galvanization - Galvanized coat- ing not damaged or scraped off. No roa pcJrust on galvanized members. ~t' C30110 13. Paint - Paint is not blistered, • peeling, flaking, chalking, fading or discolored. OWt70 14. Base Insulator - No cracks, arc zNa gaps adjusted properiy, hardware tight, no corrosion. TRANSMISSION LINE BRIDGE ❑DO 15. Bridges and raceways - Properly installed, boRs tight, no corrosion. 16. Hangers • Properly installed, plumb, bofts tight, proper spacing. PiROD, Inc.,1200 N. Oalc Road, P.O. Boz 128, Plymouth, IN 46563-017E i.ul i~ cuui ii• w rrt ri Ruu. 21yy3bb47b IU 13d32742113 P.03i05 A r:nnD Tower Mainienance Checkllst, • P.Fz ( ~Ip and indicate number and types of lamp repiaced: IYo Iamps replaced during this inspection. ❑ Ail lamps replaced. # of Iamps replaced Strobe - # of lamps replaced Obstruction - Beacon - # of lamps replaced 3 3' G~•`~~* ~e.S p[~ C l❑ 17. G r o u n d i n g - A ll brid ges and raceways are properly grounded and ail connections are clean and tight. ELECTRICAL NJ4 ppp❑ 18. Lights - Strobes, beacons and obstruction lights operate properly. /A O~jp❑ 19. AA li9hting fixtures are mounted securely. N/a ❑pp❑ 20. Lenses - Lenses and red iiners on lights are clean, unbroken and properly installed. Safety chains and spring fasteners are in good operat- ing order. Closure bolts operate , properly and are free from corrosion. N~p pp p 21. Vents and Drains - Beacon and strobe vent holes are open and ciean. /v/A ❑Op❑ 22. Gaskets - Light fixture gaskets are properly installed and not cracked or damaged. N/A ❑0❑O 23. Flasher Unit - Operates properly. N A ❑0❑ 24. Photo Celi - Operates properly. NIA p❑❑❑ 25. Junction 6oxes - Weather tight and secured to tower, NlA ❑pp❑ 26. Conduit Runs - Conduit is se- cured to tower, unbroken, and rust free. Connections are tight, ❑pO❑ 27. Wiring - Electrical wiring is not cracked, corroded or brittle. W2b7 fM' r~~J ~'CwUC 1.L.5 a LL s ~ . COAXIAL CABLE Om1~❑ 28. Cables and Transmission Lines - Proper bends, no visible damage or loose connections. Does not rub against support structures. ❑O❑ 29. Supports - Cable supports and hoist grips are properly installed at the correct intervals. ❑p~jp❑ 30. Hangers - No missing or loose ❑ L hangers. straps undin Gr di Cl g o ng - 31. Groun properly installed and connections tight. ANTENNAS ❑0O 32. Antennas - No visible damage, missing elements or signs of shifting. L00 33. Mounting - Mounting hardware is properly installed. No missing or loose clamps, bofts or suppoRs. ❑O❑ 34. Connections - All antenna con- nections 3re tight and sealed. 1130 GUY SYSTEM ! 35. Guy Anchors - No cracks, frac- tures or corrosion on anchor heads. No cracks, movement or deteriora- tion of foundations Note: Comment Section on Page 6. NUV 13 Gbbl 11n4J rK Nl KUll 21yy36b4btl IU 1S0S2742113 P.04/05 PiROD (~7uy System Mafntenance Checklist • ag. 3 2 2 3 Dete Teepmtum VMd Speed yAnd pYodbn 0 Indt" 3 4 PbO 2 5 1 6 , Toique WYee (1oy Wluee GUY SYSTEM (corrt.) d u u a ❑000 36. Connecting Hardware - No slip- N/A page or unwinding of preforms, ice- clips are in place. All clamps, shackels, clevises, thimbles turn- buckles and insulators are installed properly and are not fractured, loose or corroding. Safety wire is properly installed on all tumbuckles. ❑OO❑ 37. Guy Wires - All guy tensions tested. No broken strands ar corro- sion. 3 1 Guy V'ha 4 ❑~011 38. Grounding - Afi guys are properly NIR grounded. OJ70❑ 39. Strain insulators - No cracks, Un/e abrasions or deteriaration of fiber- glass insulators. 00 40. Guy line insulators - No cracks or ",a abrasions. D0 N07TESTGUY TENSION$ WHEN E6TIMATED WINL) vtWCl i T uticcw <v m1....1 1 OR SNOW. Twiabn Tmt • Maaaura puy hensiona ualny a Model'1W' Dqon Dynamomacer or its equivelent All fension maaauroments must be remrmC an any 6anaion thetvatlee more then 7SK Irom speai6ratlon wN be wneldered'm need of edJueEnanL Allgnment Teat • Plumb must be oheckod ueln9 a tranelt hom lwo smtlan poinb approAmably 90° sPert (Mi Gno, end et d9ht anglee 1o a tovwr face)- The tranalt muat not ba soWp domr to vro tower thm Ihe witeimoat 9W onchor. Tha vonkd uosshalr 1s a" wlth the outelde ed9e ot tlie tower leg fib neer the ha9B Bs poasible. Clreek fia plunb o1 tha kg ffi eeen {pry aaadivment 7ant IYUV 1J GGGl 11•4J rR rl RUU Transmission Line ~❑D Antenna checrdist . p.~.. A rjROB $ s Height Antenna ; 8 Transmission Line VEO] ~ 106- P~wl p~p❑ ❑ Comments: G,4-c,tLa- 2. Height AManna ; ~ Transmission Line ~g g 30 5" IJ❑❑ LJU❑ Comments: '/z r.t,~& ~ i 8. 4. He ight Mtenna I - ~ Transmtssion Line ~ ..7_Fr TOM,,~D,x 7q C?PrL/L L`❑❑ ~ Comments 5. Hei9ht Antenna J1„ S U/CST' P0.NG~1 4 a 00 Transmission Line &Se_ ~j~ ❑ CORIRI9niS: '-vOWGlC 6. Height Antenna ~ ~ G PS '/g 4 u Transmission Line ❑ Comments: ~ PC Li L177db64JC IU 1Zb3G'(4G113 Y.bJ/bJ 7. Height Antenna -4-vrt Comments: a t S LL ~ Transmission Line ~ 4 0 oo❑ ❑o❑ Height Antenna I 3 9 l4 Z ZCorkTa'+ SFt 7/~~ppk Comments: T TOTRL PAGE.BS UcS b9 01,02:07p Lynn Wall ~ A AM-ERIcAN Tow=_R istome wer N: ite: 4 180112e8-2002 ~qmerican Tower CoFpoL,on Num/ber: N~~ t d Z_ l 7 7 Inspection pass: CLASS B ~ TowerTypa: I--GY "~ISS MP Draw mtenna type, mounrting type, arW /ocafion on tower below. Use m+mbers eorresponding to tegend bNaw. .i ~'3 r~'`"`xT 3 ~u s`~~e.sT /'aoia ~ S ~ 'Carn-ro~.14u s~3T ~ f ox ' r1 ' ~~jy t: rni v x c+L;clu r- 3'SPf'ie1- r3' c ea.c-KeT 1011, Guy31ze/PWnt Torql TonsrLocation Elewalicn PL Latihld! i . i Loagiiude . . ; I W111 . ~ . . - - FCL Fegistration Y - ;Stete Cd City - . I County - ~ Addresa: . DiRGN0119: - --I - I Tower Ori¢ntation arM Coaz bcations North 0 ;I ~QgY`~-f ZS ~ Outtt Anchor (tt): ~ ---InnerMCMr(ttl: I i ue Trw-j Rou..od I.. Tower sin at ~a: ~eg siza i 21/z f~ y P~" f. SITE OIAGRAld NORTH ~ -r ' ~ I I f I. 1 I I _rl i~ ~ ~ ~ i i~~ I I. j L ir1 I ~ i I- i~i j-1-iL~~ ~ i T i 270 ~ coq~~( . K-1k Ca ^x i Antenn:t I TransmlCer iMormaUon Y Oww- -Typs Meight ~ llu-- faninl. : ld.S U{ yJ/JT _ _ T6~w TA~vI 130 \ s 3 kswes? - -~-Tom Ton' rL/2 _ us wee~T i PaNa-l ~I /S3 L.IghUng IMormatlon ContrWlerManWauurer : ~ Mo0e1 Nmnber j ND Monitor 1Aanufaeturer: i ' - - . Serial Number LoCatiM. 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Oy S` y C ~C I'N A~ ~m d' a ~ s ~ cn " ~ I 1D_ 3 m w w a~, o ~ < a ♦ / 0 (D I~F ~ ~ Z 0 (D ~ rt ~ I1 O C v c 2 w D N ~ ~ M cri v m W C ~ ~ ~ ~ v Ma a m ~ Z 04 DEN-073A CROWN HILL PARK 10019 W. 26th AVE. WHEAT RIDGE, CO 80215 GRowN HILL LAKE t ~ DEN-073A ° r SITE ~ l W 26th Ave 25th Ave 0 SITE- DIRECTIONS: FROM i-25 AND 6TH AVF =RWY. GO W-S' ON 0 _N TAKE A RIC i/EAST ON 20tH AVE ~N TAR A T/NOR ON ° ING. AK ANv" FR fWESI ON 287`-T AVL- S !7F W L H ON 'rIE- 3IG /NCRT!t AN SCE. SCALE: VICINITY N LEGAL DESCRIPTION BL 005, KEY OOA, SEC 28, 73, R69. SQ. F 71,900, 1.6510 ACRES SITE PARCEL NO.: 39-284 21-004 StT[ NAME.: GROWN i, _L PARK OWNER INFORMATION SITE OWNER: V,iOINA 1 STAACK 4361 S. PARKER RD AURORA, CO 800'5 OWER OWNER: V_RIZON W:tRFLESS 7028 S. CLINTON ENGLEWOOD, CO 80112 TOWER MANAGER AIC LANC_ BLEYHL 2801 YDUNGF!E D S'. SUITE 200 GO DEN, CO 80401 GENERAL NOTES SC ' 0' WC K OR S 0 S 6 ;ON RAC CR S A RED NS 911 E_ FOR i) R~C K A SuPtRVSING -RA,NC, rXCAVP. ON On ANC C C A 0\CR7E ~E W0R4. A E r ONSI(,~ Jti A!, ,,CND ROCION ~O,,NDATiON s EQOi'V'V P AC U,7S AND ROC"OU'RES AND FOR COOT.NA- NG A;-: ASIDtCTS = EQ V NT ON N' ION, CHAIN LINK = WORK, NC AND CATES, CRUSrd~D GRAV L BASE A OuND SITE, ~X'RNAL GROUND RINC AND CROUN.,VC SYS M AND NEW 7 RA&,O SW NC E.QU IVI NT, IS SI P" D uNO ~ 1-1 E . Qu ~U 1VT. ~'tICA'I. AN LLP ON SEiRV C SE ABATE COIN RAC` H, CONTRACTOR S` COC NAT E T:S WORK WIT E WORK 0 T, RS . C ) 2. CONTRACTOR SITAILI VIA ST~S TC Av n'RIZ MS -F WITH RADIO SW i„',FINC QuIPMEN UR ANY Oi ' RE a ) WORK. XS INN S r COND IONS A, 7T,Y A O S~~WORK, `OuNDAT101N CONSTRUC-1ON, ACCESS, CTRICAL SERVICE, AND OVERA COOR:DNA ION. 8 .,CN RAC`~R ETA_' PROWS A ~ROJEC S e. A TUL1 n SE C CCNS-R ION DOC VI-NTS W I IA S RrViSONS 3. A ' ~CTR CA "STEMS SAIL B, NS-A -D IN ACCORDANCE ~OR _ USE OF AL W A _ A'P :CAB: F . CA AN, A ODES R7NANCES AND R GULA ONS, AND IOCA_ Y COMPANY S' C,FICAI IONS. 9. EV R~ ~0RT AS BEEN MA_ TO D, N` SCOPE OF WORK WORK S~A1~ ;NCL ~uRNiS INC ALL MAR:ALS, IN CONTRACT DOCUM N i- CIONi ACTOR S CAUTIONT:D rQ.IiPVENT, AND ABOR Na,ESSAR OR NSTA.,AiiONS AS TI-All MNOR OMSSiONS AN,, D.SCRtPANUES IN ,S~ CONTRACF NDCA:ED ON HE DRAWINGS. DO . -`TIS DOTS NOT EX S` HIM ROM PROVi 'NG SITE. AND A COV - EQU U=Ni S ER ACCORDING 4. CONTRACTOR S-A _ INS-A . A"- LQ 'VENT AND VAIER7ALS IFO - •,ONS OF TH_S JOCUM-NIS. ACCORDING 0 VANUFA R R S R OVM NDA ONS UNLESS D n z- CI D C Wit OUR WHERE OCA. CODE 03 RcGU A`-0NS 0. UT T ASS OWN OIN T ,-S DRAWING AR ONIY APROXMAE. A PR =C: D NCE NO A,ARA ` S , ~R X'R eS : ^ ' ~E) AS 0 f , r . A= AC" OR CvM?". EN.SS r._R-0 CO RAC"OR S ALL B= SV.. R S ONS i OR D U N VG XAC- 5. D I; i N Sli 0NS S ,OWN AR 0 NISI SURFACES V' `SS A =D _ L OCADONS AND ElsVA 0 S PR Ca L iH~ SIARi OF OR S AI l r D V ir M NS 0NS W Sz- N RAC ' CO CO\ R.,C :OII. ARE ANY QUE$ ONS OR DESCR ANC I. S CONCERN NO C0 tFlCi CvML\TS AND XSTIN CONDITIONS CON RACTOR , W BE RFS CNS .l R 03TAiNNO CA I'lCA ON FROV E CALL PNM 1-800-321-253,7 3 WORKING DAYS BEFORE 06 It R'S R. AR' S NTA-V BEFORE 'RO ,_DINO WITH WORK N QUI_S_aON. ANY DIGGING BEGINS. PROJECT INFORMATION TE ADDRESS: 10019 W. 26th AVE. W,TEATRICC., CO 80215 70N'JNG C ASS! FICA-: COMMERCIAL AREA OF CONSTRUCTION (SQ FT):435 Sq. Fi. OCCGPANC L.ASSFICA'CN: 9 (UNMANN iD FELECOVM NrCAT10NS FACILiIO ZONING JuRSuh,:iON: C'TY aT W ATRIDCE AMERICAN TOWER NAME, WHEAT R'OG~ INuM'B'ER: 82177 PROJECT DIRECTORY APP.'AN CRICKS C,MMUNICATIONS 170, L :!SIANA BLVD NE 4 3UQ; ROUE, NM 87110 CONTACT: LARRY DANIEL (505)323-3140 ENGINEER: 'DRiCK & ASSOCIATES, LTC 2329 WEST VAIN SI. SUITE 104 ETON CO., 801,20 CONTAC . KEN HAWKINS (303) 798-9445 ADD SURVEYOR: i A IRONS S RU YINC, INC. 57 7 AAPAHOi: RCAO 3 u DER, CO 80303 COIN A . rU1RT RNSI9ERGER (303) 443-7001 ECTRiO CO: PSCO # (303)-571-7511 T LEPHONE CO: OWES; # (800) 225-5879 DRAWING LIST GENERAL DRAWINGS COVER S _ET & GEVRA_ NOTES CIVIL DRAWINGS SIT' SdRV~_Y CIVIL DRAWINGS S PLANS -X!STING C2 S = PLANS-PROPOSED NOR-':-- „'VA-ION O4 sou -;T _-:VAION 5 EAST EIEVAT:ON C6 WEST I_~EVATION ELEC TRICAL DRAWINGS R A C AEONS E2 LC1RCA, 'AN & S"M80LS E3 t ECTR;CA_ GROUNONG PLAN E4 'u!R AI. ROUNDNG DETAILS E5 CTRICAL DFTA!: STRUCTURAL DRAWINGS S1 S RuC-URA D, TAILS S2 STRUC RA DETA:-S RF DRAWINGS R1 RF DETAILS SIGNATURE BLOCK owv.,'i DA'i'. - - SitE Sr' C A 5 - cA1E zov vc car cotisa~e~o~ ar wc;n_[a 14E. NE~ 0~5 WE ce~r,R! 3a_-_- N 9'58'0 "W CO v 5' PSCO EASEMENT 5' PSCO EASEMENT 3 BOOK 2144 PAGE 741 REC. NO. 82028480 0 15' ACCESS EASEMENT ° a. TELCO - e- - - - - - - - p -o--o--a-o ' ' " ®~I 555.34' i N89 00 W 1 ' 25 ` 0 WIDE DENVER WATER 6' EASEMENT ACCESS EAS MEN , BOARD EASEMENT " ° (APROXIMATE LOCATION) ° - 6 ASEM5ti ~T BOOK 2678 PAGE 275 ~ - ( R OXUAIL BUILDING ~ 9 - LATTICE TOWER GND, ELEV. 5569.9 L V 1 9 pT I L,! 0 - - - - 0 ~ ~ ~ t, 10' UTILITY EASEMENT . . BRICK BUILDING TOP. ELEV. 5592,7 TOP. ELEV. 5725 8 0f0 O 0 ) . L 9 1l 10' Dil'LITY EASEMENTS r-_ - O t - - - - o o 0 0 S~ a 9~,0 A : c OWc 10' US WEST NEW VECTORS 0 0 GND. ELEV. 5569.: EASEMENT REC. NO. TOP. ELEV. 5725.8 92147796 o O ~S6' O S89'58'00"E ' M 657.98 W. 26th Ave. BRICK BUILDING OVB ` \ x 4)': \ x wo8 \ s SCALE: ® SCALE: 1 OVERALL SITE PLAN Z ENLARGED SITE PLAN „ a 0 S. 10' 1„~, 0 00, 1, 1 _1 BLOCK 5, PAR AMOUNT HEIGHTS PART FIVE, EXCEPT DATE: DECEMBER 21, 2000 Flatirons THOSE PORTIONS CONVEYED IN BOOK 1697 AT PAGE 522; Surveying Inc EXISTING DESCRIPTION PROPOSED BOOK 2006 AT PAGE 384; BOOK 2043 AT PAGE 594; BOOK RE: CROWN HILL PARK . . ro M P Raw i n - CENTROID 2096 AT PAGE 436; AND BOOK 1481 AT PAGE 347, DEN 073A A MOE s O 8030 - CORRECTED BY BOOOK 1663 AT PAGE 578, COUNTY OF AD 70019 W. 26TH AVE. U J r E~x'R. C ( 1)eu-mm -R-x- FENCE JEFFERSON, STATE OF COLOR O. WHEATRIDGE, COLORADO 80215 ....nelwrv'e~n -0- OVERHEAD UTILITY LINE I thin tD feet latitude of .9' and the laat 556d 10 a are accurate to ri0in 350 feel dauodalM and ad the the site elevation 5569 led AWSL NISI a acaal to within `0..+ - UTILITY POLE PROJECT AREA LEGAL DESCRIPTION 120 feel vertically. With a structure heght of 156 feet Kit, the ovnoN hegN would be SITE NAME: CROWN HILL PARK CONTOUR I - 5725 feel AMSL the horizontal dolum (coordinates) ore in terms at the North Nnericon Mhrn of 1981 minutes (WD-81) and are expressed as deVees and seconds (to the nearest tenth of a second). SITE NUMBER: DEN 073A O MONUMENT FOUND A 15.00 FOOT ACCESS EASEMENT LYING 7.50 FEET ON EACH SIDE OF THE , , The vertical datum (heights) are in lams of the National Geodetic VvBcal Balm of 1986 (NG'A 88) oat FOLLOWING DESCRIBED CENTERLINE COMMENCING AT THE NORTHWEST are detmnined to the nearest fool SITE ADDRESS: 10019 W. 26TH AVE. _ ; . WHEATRIDGE, COLORADO 80215 CORNER OF BLOCK 5, PARAMOUNT HEIGHTS PART FIVE, COUNTY OF COUNTY OF JEFFERSON JEFFERSON, STATE. OF COLORADO; THENCE SOUTH 00°52'00"WEST, A DISTANCE OF 750 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 89"58'00" ' EAST, A DISTANCE OF 378.93 FEET; THENCE SOUTH 00°02'00' WEST, A DISTANCE OWNER S NAME: OWNER'S ADDRESS: - OF 47.83 FEET, TO THE POINT OF TERMINUS. A 10.00 FOOT UTILITY EASEMENT LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; COMMENCING AT THE NORTHWEST ' ASSESSOR'S PARCEL NUMBER(S) 39-284-21-004 CORNER OF BLOCK S PARAMOUNT HEIGHTS PART FEE' COUNTS OF oo~ LATITUDE OI LONGITUDE JEFFERSON, STATE OF COLORADO; THENCE SOUTH 89°58'00' EAST, A DISTANCE ° ' " 356 ACRES MORE OR LESS NET AREA OF UNDERLYING PARCEL(S): _ OF 5.00 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 00 52 00 WEST, A DISTANCE OF 68.67 FEET; THENCE NORTH 89°48'03" EAST, A DISTANCE OF 374.82 ° ' ' NET AREA OF PROJECT AREA: N/A - EAST, A DISTANCE OF 11.82 FEET, TO THE POINT FEET; THENCE NORTH 00 02 00 OF TERMINUS. GROUND ELEVATION: 5569' (NAVD) - 00 FEET ON EACH SIDE OF THE A10 00 FOOT UTILITY EASEMENT LYING 5 . . BASIS OF ELEVATIONS: DGPS CORRECTION FOLLOWING DESCRIBED CENTERLINE; COMMENCING AT THE NORTHWEST CORNER OF BLOCK 5, PARAMOUNT HEIGHTS PART FIVE, COUNTY OF STATE OF COLORADO; THENCE SOUTH 76°06'03" EAST A DISTANCE JEFFERSON BASIS OF BEARINGS: C.P.S. SESSION FOR CENTROID LOCATION. ALL OTHERS BASED , , OF 215.93 FEET, TO THE POINT OF BEGIN[NING;THENCE SOUTH 00°11'57"EAST, A ° " ' DN RECORD. - ~ - EAST, A DISTANCE OF 5881 DISTANCE OF 16.40 FEET; THENCE NORTH 89 48 03 - FEET; THENCE NORTH 00°02'00' EAST, A DISTANCE OF 11.82 FEET, TO THE POINT OF TERMINUS. NOTES: LONGITUDE AND GROUND ELEVATION TAKEN AT 1. LATITUDE , APPROXIMATE CENTER TOWER. NOTE: THE LOCATION OF EXISTING UTILITY FACILITIES HAS NOT BEEN RESEARCHED. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY 2. THIS PCS SITE EXHIBIT IS NOT A LAND SURVEY PLAT I COMPANIES TO OBTAIN INFORMATION REGARDING EXACT DEPTH OF BURIAL OR IMPROVEMENT SURVEY PUT AND HORIZONTAL LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION, - L- t THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE DELINEATION OF I SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF BURIED - - OBJECTS WHICH ARE NOT SHOWN ON THIS PLAN. PROPERTY LEGAL DESCRIPTIO DESCRIPTION OF EASEMENT(S) SITE DATA LEGEND - - - - - - - - - - - - - - - - _ 15' ACCESS EASEMENT I EXISTING LATTICE TOWER GND ELEV. 5569.1 b _ 6' EASEMENT ~ TOP ELEV. 5725.8 1 ~i APROXIVATE LOCATION) . T - 0 - - - 0 - UTILITY EAS`NENTS 110' - - _ L - - BUILDING GND. ELEV. 5569.9 - - TOP- ELEV. 5592.7) OISfSG@C2~~a~ EXISTING FENCE ENCLOSURE D (TYP.) EXISTING ICE BRIDGE In EXISTING CONCRETE SLAB I BRICK BUILDING FLOOR EXISTING SCREENED PARTITION~ ~_EXISTM PARTITION WALL I . ovti - - - - - - - - - - - - - - - - - - - - - - - - - i ' S`uE: 1 SITE PLAN-EXISTING ' 0 46 80 I ~I I EXISTING LATTICE TOWER TOP ELEV- 156.7' I I I EXISTING CHAIN LINK ENCLOSURE - I I _ I 1 L J t I EXISTING ICE BRIDGE j I I °I J 10' UTILITY EASEMENT 1 I I ~ =0" ACCESS INTO BUILDING 0 TO 1 -o l EXISTING CEILING ' " BAR JOISTS ® 2 -0 O.C. (TYP.) I r ~ i w E t EXISTING PARTITION WALL s EXISTING CONCRETE SLAB FLOOR I SCALE. 2 ENLARGED SITE PLAN-EXISTING , , i I 15' ACCESS EASEMENT EXISTING LATTICE TOWER ONO ELEV. 5569.1- TOP ELEV. 5725.8 -_---t-~- O 0 UTILITY EASEMENTS- - EXISTING CEILING BAR JOISTS 9 2'-0" O.C. (I-YP.) ,oo EXISTING CONCRETE SLAB FLOOR 0 - I LEXISTINC I ICE BRIDGE i NEW ICE BRIDGE W/ 7'-0" CLEARANCE ~I. 1 I~ I II / EASEMENT - (APROXIMATE LOCATION) BUILDING A CND. ELEV. 5569.9. BRICK BUILDING TOP. ELEV. 5592.7 1 ~ EXISTING FENCED ~ ENCLOSURE ~v NEW CRICKET CABINETS ON NEW 8" CONCRETE SLAB BOLTED TO FLOOR WITH 318° H1L 3" DEEP W EXISTING SCREENED , PARTITION EXISTING PARTITION WALL f OVH - ❑TELCO - - - S SITE PLAN-PROPOSED SCALE: r1. 1 EXISTING iATTICE TOWER TOP ELEV. 156.7' EXISTING CHAIN LINK ENCLOSURE I X 1F 6F av 10' UTILITY EASEMENT NEW ICE BRIDGE i 0~... W/ 7'-0" CLEARANCE X EXISTING GARAGE DOOR 0 r0 -0 rn ~ -0" I ~ I I R i EXISTING CEILING BAR JOISTS © 2'-0° 5'-0 i I O.C. (TYP.) _ I I f I I ~ I 1 I I i I I I I i 11'-0" 1 LEASE NREAI I EXISTING CONCRE1 E SLAB FLOOR --I 6 NEW 10' DOUBLE GATE i L NEW CRICKET J 10'x96' EQUIPMENT b ❑ PAD (8" CONC.) jm NEW CRICKET ~J EQUIPMENT j ENLARGED SITE PLAN-PROPOSED _J X J SFC o 4~0° TOq i I ~ MD2 N T i I EXISTING ICE BRIDGE NEW 3' ACCESS/ _____UTILITY EASEMENT w I ----EXISTING PARTITION WALL NEW Ul1LITY TRAY FULL FLOOR TO CEILING 3 SIDED CHAIN LINK FENCE TO SURROUND EQUIPMENT NEW CRICKET EQUIPMENT CABINETS ON NEW 8" CONCRETE SLAB BOLTED '1-0 FLOOR WITH 3/B" HILT! 3" DEEP 0 ® 2 o a 1s• cricket Intenna ELEVAf1ON SOUTH ELEVATION Cricket Cricket Intenna POINT 11, AT THE 300 kVA POLE-MOUNTED TRANSFORMER BANK XCEL ENERGY 300kVA 30 208/120V %Z = 1,49, (ASSUMED) kVA _ 300 KVA _ 833A I FIA = r3 KV (1.732)(0.208) [U 833A = 59,500A 9 208V, 30 SCn 1 %Z 0.014 POINT 12. AT BUILDING WEATHERHEAD 30'; #2 TRIPLEX OVERHEAD AL C - 3,729 (2)(LENG'H)(ISCA, ) Ip = (V;_L)(C VALUE) ~(30')(59,SOOA) - = 4.603 2 (208V)(3,729) 1 M 2 = + f2 5.603 - 0.178 IACA2 (ISOA1)(M2) = (59,500A)(0.178) - 10,591A 9 208V, 10 POINT 13, AT 200A FUSED SERVICE DISCONNECT APPROX. 8'; 3-#3/0 CU, 2" RGS, C = 12,843 (2)(LENGTH)(I SCA2) 13 = (VLL)(C VALUE) f 3 _ ---(2)(8')(14591A - = 0.0634 (208V)(12,843) M 3 = = __l_..- - 0.94 + f3 1.0634 ISCA3= (ISCA2)(-M3) = (10,591A)(094) = 9,956A n 20BV, 10 POINT 14, AT 200A DISCONNECT ON CRICKET UTILITY RACK APPROX. 70'; 3-#3/0 CU, 2" EMT, C = 12,843 (2)(LENCTH)(I SCA3) (VLL)(C VN JE) (2)(35')(9,956A)_ = 0.261f 4 (208V)(12,843) M 4 1 + f4 1,261 = 0.793 ISCA4= (ISCA3)(M4) _ (9,956A)(0-793) = 7,895A 0 208V, 10 GCE, 4KW = 163.5A PEAK 0.20B DEN-073A CROWN HILL PARK TQTAL CONNECTED LOAD = 163.5A 100 9 W. 26TH AVE. NOTE: AN APPLICATION FOR NEW SERVICE MUST BE SUBMITTED TO THE POWER COMPANY, XCEL ENERGY COMPANY CONTACT MIKE EASLER: 303-425-3955 LOAD CALCULATIONS 2 XCEL ENERGY COMPANY EXISTING 300KVA POLE-MOUNTED TRANSFORMER BANK ~yyy~ 30, 208/120V, 4W Z = 1.4% 5CA t = 59,500A I SCA 2 = 10,591A EXISTING WEATHERHEAD NEW WEATHERHEAO EXISTING VERISON WIRELESS SERVICE I SCAT 91956A 0 208V, 10 30'~ #2 TRIPLEX AL OVERHEAD SERVICE DROP JUMPER APPROX. 8';, 3-#3/0 AWG CU, 2" RGS & 1-#4 CU GND CYJ EXISTING BUILDING LOADS 20OA/2PSN NEMA 3R FUSED SERVICE DASCCNRECT WITH LPN-RK-200A FUSES #2 AWG CU TO GND ROD I SCA 4 = 3,541A 0 208V, 10 200A, NEMA 3R FUSED DISCONNECT W/ LPN-RK-200A FUSES 200A EMERGENCY GENERATOR RECEPTACLE APPLETON 1AJA20044-200 W/ AJA MOUNTING BOX 3-#3/0 CU + 1-#4 CU GND, 2" EMT MANUAL TRANSFER SWITCH - (BREAK BEFORE MAKE TYPE) TRANSTECTOR POWER PROTECTION CABINET UL LISTED. 891 200A M ?0, 3W 200A METER BASE (UTILITY COMPANY METER) APPROX. 70; 3-#310 AWG CU & 1-#4 AWG CU GND, 2" EMT 200A NON-FUSED DISCONNECT 200A 10, 120/208V 3W 200A LOAD CENTER W/20CA MAIN BREAKER 22 KA'C LPT POWER CABINET NOTES: ALL IFCIRICAL WORK SHALL 9 ONE IN ACCORDANCE WITH LATEST NATIONAL F C.RI AL CODS AND A L LOCH AND STATE ODES SAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WRING SIZES AS REQUIRED To MEET NEC. FuW_R SERVICES REQU R. MENiS SHALL BE COUMERCIA~ AC NOMINAL 208 VOLT OR 240 VOLT AS NOTED, SINGLE PHASE AND 3 WIRE WITH 200 AMP RATING. CONTRACTOR WILL CONTACT LOCAE POWER COMPANY FOR PROVISIONS OF POWER SERVICE ILINE TO THEM TER BA-._. A CONTRACTOR WILL ALSO CONTACT LOCAL TELEPHONE COMPANY OR PROVISIONS 0. SERVICE LINE TO TERMINATE AT THE UTILITY MOUNTING SAND (LIVE). A CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY SPECIFICATIONS AND REQUIREMENTS. POWER COMPANY SHOULD PROVIDE THE 200 AMP METER. CONTRACTOR SPA LL FURNISH AND Ns,A W;L'TIES MOUNTING STAND, EQUIPPED POWER METER BAS DISCONNECT PANELS AND TELCO ENCLOSURE PER SITE PLAN AND CETA, DRAWINGS. TF_ METFR BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE FOR READING BY THE POWER COMPANY. A\ CONDUITS SHALL BE ELECTRICAL METALLIC TUBMG (EMT) FOR INDOORS, RIGID GALVANIZED STEEL (RGS) FOR OUTDOORS, AND POLYVMYL CHLORIDE (PVC) FOR UNDERGROUND UNLESS OTHERWISE INDICATED. POWER CONDUITS SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. A ALL TELCO CONDUIT LINES SHALL BE 4" CONDUIT UP TO UTILITY ENCLOSURE. THE TELCO UNDERGROUND 4" PVC LINE FROM THE UMS SHALL BE ROUTED AND TERMINATED 2 FEET OOTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR 2 FEET BEYOND GRAVELED TURN AROUND AREA. AT THIS END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WHIN DESIGNATION FOR TELC0 SERVICE. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THIS EQUIPMENT INSTALLATION SHALL BE STUBBED UP AND CAPPED AT 6" ABOVE GRADE. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY. PROVIDE NYLON PULL CORD IN CONDUITS. A\ 2" CONDUIT FROM UTILITY ENCLOSURE TO CABINETS (PWR & PRC) PANEL SCHEDULE LP-1 VOLTAGE: 1201208V, 200A, 1PH, 22 KAIC DESCRIPTION BKR CIR CIR BKR DESCRIPTION AC TVSS (Surge Protect.) N 20 1 2 20 a SERVICE LIGHT FIXTURE ` 20 3 4 BLANK FAN & LIGHT 10 5 6 80 D_ -PARE N GFI 15 7 8 80 POWER CABINET TC BO 9 10 BO Q. SPARE 80 Il 12 BO N CONTRACTOR TO PROVIDE AND INSTALL BREAKERS SHORT CIRCUIT CALCULATIONS 131 ELECTRICAL 1-LINE DIAGRAM I J C 4=J~ 0 u -E 7 VE 0 V mm Rte N U ~O C Cnn mtR s- am > t as u o to m N ~3 N J C 0 ipA§ W =w - f U) jo to V W W LL I° H V CQ_3 ~QW ~I C.) IL CL Z 0 JJJ Jan Zam 3: Lu 0 UrW U SHEETS 9 OF 16 CAD FILE NAME DEN073-El.dwq PROJECT NUMBER DEN-073C REVISIONS 0 PRELIMINARY 1/10 1 FINAL 3/13 2 REISSUE FINAL 3/22 3 REISSUE FINAL 5/01 ISSUE DATE 05/01/01 DRAWN CHECKED AM PD SEAL l 4P fiy 1 3+' r 41 DRAWING NJM3ER'. E=1 C O U G 7 VE 0 • r■ u V .Job FV, C rA c mwo o u ll vi > c si N o m-s w s wH Q J w F ~I yz W Qi Yea Qw QvF Ala O J =64 V~ 3~F W V O Willa U}J W SHEETS 10 OF 16 CAD FILE NAME DEN073-E2.dwg PROJECT NUMBER DEN-073C REVISIONS 0 PRELIMINARY 1/10 1 FINAL 313 2 REISSUE FINAL 3/22 3 REISSUE FINAL 5/01 ISSUE DATE 05/01/01 DRAWN CHECKED AM PD SEAL r ;f " r L ~ DRAWaNG NUMBER E=2 1 N.RAJOR RECEPTACLE 5 ~10" GROUND BAR 4 - 8 3ELOW ICE BRIDGE -x--x-x - - CSI GROUND ROD (TYP) I x O X! 0 300 KVA POLE x U OF~ MOUNTED TRANSFORMER BANK x ~ x - - = 200A FUS D D S RVICE EXISTING COAX OF 5 0A U NF SWITCH - I 03 ICE BRIDGE F_4 10 GROUND BAR 5 j 10" GROUND BAR F_4 E 200A UTILITY I x METER BAS;: CE BRIDGE GROUNDING E V I I (TYP). SEE NOTE 10. ~ C / 12" GROUND BAR ON TOWER 2 • V -4 / AT HEIGHT OF ANTENNAS GROUND ROD (TYP) x 2-#2 AWG SOLID BTCW + -12° GROUND BAR AT BOTTOM ELECTRICAL SERVICE GROUND (REF)S I / 2 OF TOWER BY ICE BRIDGE W.11 LEE E / - - 200A NON FUSED 200A FUSED SERVICE EXISTING COAX DISCONNECT SWITCH DISCONNECT SWHC, I 1 ICE BRIDGE map I OVERHEAD CABLE TRAY 0 200A UTIU v METER SPLICE S O BASE (UTILITY METER) no a CRICKET UTILITY 2-#2 AWG SOLID BTCW - , IN COAX CABLE TRAY N J x Mn OUNTING RACK _R ~ • i nnci1~,~ I .u ~ NF rn W 200A NON-FUSED > up GATE GROUNDING (TYP)- DISCONNECT SWITCH ~gm W~ ( zm SPLICE I ~J CRICKET UT(iHY x 24 ~CL " MASTER MOUNTING RACK 5 OI 2-HOLE LUG GROUND BAR 4 jg - W COMPRESSION I_YG mo w~-1. I Z CONNECTION (TYP) j ma 0 I I w N~ _ #z/o AwG escw N w WZ #2 AWG GREEN ISCW ! : o SUPPLEMENTARY GROUND I X I 24" MASTER 4 L Q~ HALO GROUND RING mm°c I GROUND BAR F-4 CLQ 00 mTp M mf 2 N s #2 AWC GREEN ( ( ~ W ~ Ja h Is W HALO 2VU ! E' GROUNDING (TYP)O GROUND RIN ~ X m A I~ W E W Z -m COMPRESSION TYPE CONNECTION 0~~ BONDED CADWELD CONNECTION L C:) -zxx WALL I I ? 3 WU - - - - - - - I S haw J - - - W X - WALL i U _j r . r v SHEETS EQUIPMENT GROUNDING SCALE: 3 ANTENNA GROUNDING PLAN SCALE: SCALE' o r e' L_i~ L78" L 1' 11 OF 16 CAD FILE NAME GROUNDING NOTES_ ALL DETAILS ARE SHOWN iN GENERAL TERMS, ACTUAL GROUNDING INSTALLATION & CONSTRUCTION DEN073-E3.dwg MAY VARY D U_ TO SPECK C SITE CONDITIONa PROJECT NUMBER --qc AWC BTCW (TYP.) 2 ENLARGED GROUND BAR IS SHOWN FOR CLARITY 1'0 DEPICT THE REQUIRED CONDUCTORS TO THE BUS. DEN-073C HARC R #'DPS S-FEL --BURNCY TYPE KSU WELL v~R COAX GROUND BARS (SUPPORT TO BOTTOM OF CABLE TRAY NEAR BASE OF TOWER & ACCA): REVISIONS SERV (0 TI CEO) EXTEND (2 EACH) #2 TINNED, SOLID ROW FROM BUILDING GROUND UP TO EACH GROUND BAR & 0 PRELIMINARY /10 MA MFC ANICAL CONNECTIONS TO GROUND BARS. ENB coPPea FINISHED GRADE 1 FINAL 3/13 RAID RNOr „ - ® LOCATION OF GROUND BARS ARE TO BE DETERMINED N HE FIELD AND MAY BE LOCATED AND t If rE3 - SUPPORTED AS CLOSE TO 7HE QUPMENT AS FEASIBLE '0 AC I, HE DESIRED CONFIGURATION, 2 REISSUE FINAL 3/22 R SUPPLEMENTARY GROJNU. #210 AWG STRANDED BCW ROUSED ALONG BACK OF EQUIPMENT LINE-UP, 3 REISSUE FINAL S/Oi AG ER R FLIP - ~ EO DOW'S WITH NON -ME-ALLIC CLAMPS EVERY 4ft, THE LQUIPMrNi nAB1NETS, MOUNTINU SKID, RouNOacs w=L - C, SSA Bt- CONNECTED TO THIS GROUND CABLE. BOH ENDS D. THIS GROUND CAB E SHALL ISSUE DATE WHERE o CCLRS BE CONNE GTFJ TO P I~ BUILDIN GROUND SIN EXO RMIC WELD (CADWELD), REFER TO NOTE 8 OS/01/Dt aBla TO PIPE o' E B70W AN atE Dr AILS FOR GROUNDING EQUIPMENT & MOJN ING KID. C04M1~ OR BUR:JD't --_~L li tPECAR 3Is Q COAX CABLE TRAY: AT TOWER END EXTEND #2 AWG TINNED SOLID B W FROM PJRtD GROUND DRAWN CHECKED c I RA,. KE ~I a h NRING & AT a M CHA ICAL END EXTEND #2 iSCW FROM ISJM NMLN, GROUND CA 1- O AB' AM PD Q HL v g G TA o T r TA GR tiD CABLE H ow E_n F c, °TT'c-- 3. RE ATTACHING A NEW G!RC ND r0 A^ XSi',NG, CONTRACTOR S RTQ RFCRM A SEAL MoLO ~RED IO P y2 awc STOW ( P.) ro--~ --p AWC a cw P-, TO ROUND TEST TO DF RM!NF I~ AM UNl Rc-SjS AN pR_~LN S WITHIN ALT OWAB_E LIMITS AT,o ca octi RI HALO cRODUO RI (<TTO OHMS). NEW a-S U M S BE 'ED Or AT 2 CON`S BY EXO-HFRM!C WELD WITH INSPECTION PORTS KS AILED A A E BO' POINT A SECOND GROUND TEST IS REQUIRED / y y . L t ~ T . l XB' BRAID LIMPER SHALL BE - AFTER INSTALLING N W GROUND & MUS BE W,~IN AL OWAB E LIMITS (<10 OHMS). 40VN FD SO 'A. T WILL NOT BE SUBjECTED ACCEPTABLE T v ACCEPIABT T GROUNDING POINTS IN SAM T ~E _UL. Bu~ GVG ~ rLL rC TO DAMAGING STRAIN WHEN carF i P R DIRECTION, ~ ~ . ~TRiCAL SERVICE GROUND, COPPER ~ IS wS_ COLD WATER PIPE, OR GROUND Rn (S} DRV K' AT GRAD_ TEST FOR CONTINUITY WHEN CONNECTING OPEN IN 7H R .yz awc B w AND ONE ENO OF THE U BUILDING S -EEL OR COLD WATER PIPES. FLEXIBLE BRAID LUMPIER (a RNDY TYPE BD) IS Dw2O TO H FENCE POST WITH A (BLRNDY 9 ROVID-- 0 OF GROUND WIRE OIL-D UP A 'ERMINA NG LOCA ON FOR FUTURE CONNECTIONS i0 cc ce ENO CONNECTION. THE ornee eo,N RoD- DATE THANENTHE GRCGNDSNGMONOPC E, ) DRAWING NUMBER FOF THE JVPER IS CONNECTED TO THE PER 'AN HOAX BRIO Y 'VAIN : iC B N NS AI-LED AT A AT~R END GATE wITH A BURNDY TYPE CC) CONNECTOR, INSTALLATION. TYPICAL 2 PLACES, CE BRIDGE GROUNUVG EXTEND #2 AWG iNNED SOLD BCW -ROM BURIED GROUND RING TO ALL SCALE: -FS- SUPPORT POSTS AND EXDTHERMICAL'_Y WE'_D. E=3 GROUNDING SCHEMATIC 5 GROUND ROD ~A~. 4 GROUNDING NOTES CALE: 2 NONE r-----1 r----~ FUTURE PRIMARY FUTURE BATTERY POWER BATTERY RADIO RADIO V' A I di; ®s I CABINET CABINET CABINET CABINET CABINET L _ - _ _ J L___ __J PARALLEL HORIZONTAL CONDUCTORS- HORIZONTAL STEEL SURFACE COPPER LUGS HORIZONTAL SPLICE VER7CAL PIPE _ EQUIPMENT PARALLEL THROUGH CONNECTION TO FIAT STEEL SURFACE OF HORIZONTAL CABLES OR HORIZONTAL PIPE TWO HOLE - LONG BARREL LENGTH SPLICE OF HORIZONT CABLES TYPE YA-2 AL CABLE DOWN AT 45' TO RANGE OF VERTICAL PIPES GROUND BAR TYPE PT TYPE s TYPE VS I I I TYPE SS #2 AWG SOLID BTCW (TYP CABINET) II FLOOR o I ~i U a BOND JUMPER THROUGH CABLE TO. GROUND ROD VERTICAL STEEL SURFACE "C- CONNECTOR FIELD FABRICATED THROU GH CABLE 70 TOP CABLE DOWN AT 45' TO VERTICAL HYPRESS TO BUILDING SERVICE SUPPLEMENTARY GRO UND CABLE TO BUILDING SERVICE GREEN STRANDED INSULATED OF GROUND ROD STEEL SURFACE INCLUDING PIPE GROUND #2 GREEN iSCW #210 AWG BSCW RUN ON TOP GROUND #2 GREEN !SCW TYPE 2-rA-2 wE GT mE VS TYPE YcHc (TYP BOTH ENDS) OF FLOOR W/ NON-MEAU_IC ' (TYP BOTH ENDS) CLAMPS EVERY 4 EQUIPMENT GROUNDING DETAIL 6 CADWELD DETAILS 1 FROM ANTENNA (QTY 6) ANTENNA FROM ANTENNA (QTY 6) ANTENNA #2 AWG SOLID_ COMPRESSION CONNECTOR COAX CABLES (TYF') COAX CABLES (TY P) BTCW (TYP) BURNDY TYPE YGHC-C C T T P 2-HOL UG COAX CABLE - 2-F OLF LUG COAX CABLE A #YGHC2C2 ( ) Y CONNECT IONS GROUNDING KIT CONNE ?IONS- _ GROUNDING KIT SEE DETAIL. HEX BOLTS HEX BO?S 1/4"x2°x24" TINNED ® " ° " COPPER BUS BAR /4 x2 x12 TINNED 0 Q COPPER BUS BAR = I ' " © 0 0 Q RAD US BEND 0 -8 MINIMUM (TYP) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24" GROUND BAR W/ 0 SUFFICIENT SPARE DOUBLE 0 0 0 0 0 0 m 0 I FUTURE HOLES FOR 6 ~ ® ) ( ANTENNA CABLE GROUND ® 0 CONNECTIONS 12" GROUND BAR W/ o SUFFICIENT SPARE DOUBLE o HOLES FOR (2) FUTURE ANTENNA CABLE GROUND CONNECTIONS #2 AWG SOLID BTCW (TYP 2 PLACES) #2 AWG SOLID BTCW (TYP 2 PLACES) GROUND SPLICE ` 7 GROUND BAR W/ IN SULATORS 24" - 4 GROUND BAR W/INSUL ATORS 12" 2 ) ( r I ) ( E FROM ANTENNA ANTENNA COAX CABLES (TIP) COAX CABLE 1 2-HOLE tUG GROUNDING KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED CONNECTIONS TO GROUND BAR) (STANDARD ANDREW GROUNDWG KIT) -CONDUIT PER PLAN EXISTING EXTERIOR WALL - HEX BOLTS CABLE GROUND KIT 1/4'x2"x10" TINNED 7/8" DIA. MAX. - C EXTERIOR INTERIOR COPPER BUS BAR Q ZIP TIE ANTENNA COAX ONNECTOR Q 0 0 ' 0 CABLE CONDU ET (SIZE 1 A 0 ° - - TO EQUIP- CONDUIT PER PLAN TO E, CONDUIT) 10' GROUND BAR W/ FFIC ENT SPARE DOUBLE a NO OX (80TH WALL P N ~RAI!ON - o HOLES FOR (2) FUTURE SIDES OF LUG) FIRESTOPPING ANTENNA CABLE GROUND CONNECTIONS PIGTAIL - #2 AWG SOLID BTCW (TYP 2 PLACES) CONDUIT WALL PENETRATION ' 8 GROUND BAR W/ INS ULATORS 10" 5 TYP C OAX GROUND KIT DETAIL 3 ( ) ) ( N 0 ~u E u0 V 11 El V mo C cn m N mmin m u'm L j L G@ H 's N ui ° mks u to FJ W i- U7N I 00 2 J J- z =VC U W 3 M' W 0 a0 o V ~ND v SHEETS 12 OF 16 CAD FILE NAME DEN073-E4.dwg PROJECT NUMBER DEN-073C REVISIONS 0 PRELIMINARY 1/10 1 FINAL 3/13 2 REISSUE FINAL 3/22 3 REISSUE FINAL 5/01 ISSUE DATE 05/01/01 DRAWN CHECKED AM PD SEA[ DRAWING NUMBER E=4 WALL P NETRAT;ON EXTERIOR NTERIOR 2" EMT CONDUIT TO GENERATOR APPROX 35, 2" EM CONDUIT 7FCEP A LE & DISCONNECT 2 CON'D T 2' RGS CONDUIT NEW FROM 200A O'H1ITY METER E~ECTRrGA' S_RV,-- - ELEC'RICAL SERViC X}STING EXTERIOR WALL- -2" CONDUIT 2" EM, CONDUIT 0 EQj:PM~ RACK TO NEW W ATHERHEAD ~T TO POWER CABINET 2" TFi-CO I 20CADISCOVNNCN SWISCH l 2v EMr w MARTC PRO 200A M TF-R BAST l Z GA KONDUi16 2" B CCND'',LE 200A NEMA 3R USED DISCONNECT TELCO FACILITY 200A FUSED_ TNC OS"RE SERVICE DISCONNECT SP1000 FIRES OPPING LOAD UN S R T SUPPORT CENTER 7ELC0 MATErcAL (4 PLACES) 479) BLACK BOX SEALANT UL 1 UNiSTRUT SUPPORT MATERIAL MOUNTED ON WALL (2 PLACES) METER & DISCONNECT DETAIL I SCALE: 3 200A EMERGENCY GENERATOR CADWELD N 7ES: RECEPTACLE 36' (MIN.) CONNECTION (TYP) ABOVE FINISHED GRACE ALL HARDWARE BOLTS, NUTS, & LOCK WASHERS SHALL BE APPEETON #AJA20044-200) STAINLESS STEEL. CONNECTIONS SHALL BE BOLT, LOCK WASHER, BUSS BAR, LUG, & LOCK WASHER, IN THAT ORDER. #2/0 AWG BSCW 2 CONNECTIONS 7 0 STEEL SHALL HAVE A THOMAS BETTIS !DTW 4 p, T DRAGON TOOTH TRANSI ION WASHER BETWEEN THE LCG & THE GENERATOR RECEPTACLE 5 ' SUP M NTAE CROUND CP OF FLOOR ORDER 0 HE STEEL CONNECTIONS SHA BE BOLT, LOCK NONE WASHER S1 r1- DRAGON TOOTH WASHER, LL LOCK WASHER. 3. KCPER SH D, ANIIOX R NO-OX, OR EQGIVA ENT IS TO BE PLACED WHERE ALL DISSIMILAR METALS CONNECT. GROUNDING CONDUCTOR 2-HOLE LUG W/ LONG HEAT SHRINK (CLEAR) BARREL FOR #6 STRANDED BuRNDY GROUND LUG. SEE TABLE FOR SIZE & MODEL, NUT LOCK WASHER - SCALE: UTILITY MOUNTING RACK NONE BUS BAR NOBOTH ENDS LOCK WASHER-' BOLT LOCK WASHER LHEATOSH BE WIRE SIZE BURNDY LUG BOLT S17E III-- .I NO S J BOLT 6C-2TC38 3/8" - 16 _ p6 ANlG ~ 112 ANC SOLID YA3C-2TC38 3/8" - 76 NO S 3 BOLT t-- y2 AWG STRANDED YA2C-2TC38 318" 16 NO S 3 BOLT I 2" EMT FROM TELCO CABINET #210 ANc 1126-2T138 ~ J/8 16 NO S 3 BOLE - ON UTfLHY MOUNTING RACK,- - - LUG '0 BE INSTA LLD PER M LOAD CENTER 2' EMT FRO SEE NOTE 3 & 7, SHEET E1 ; #4 Ao NG rg2a-2N 1/2"- 16 NO S 3 F30Lr MANUFACTURER SP GPCAliONS ON UTILIT MOUNTING RACK ~---J I R09u,RA 1 ~ pBL~E; I ~~D~~ar Ij GROUND LUG TO BUS BAR DETAIL 4 PIGTAIL LUG BREAKDOWN 6 Jp6 NEW CRICKET ANTENNA _ 7/16 DIN (F) _ 112" 0 JUMPIER (TYP) 7/16 DIN CONNECTOR (1-5/8" ON'LY' coNNECTOR) RADIOT 7/116 DIN (M) 7/16 DIN (M) FOR ANTENNA COAX CABLE, 7/16 DIN (M) QU PMENT CONNECTOR CONNECTOR REFER TO RF SCHEDULE CONNECTOR CABINET ON SHEEP T2 (MCC #1) 12" ANTENNA LUCENT JUMPER 'MPER COAX 7 ,6 ND CTO~R GROUNDING KIT- 7/ /16 DIN (M) \E LD. CONNECTOR TAC/MARKING LINE 1D SAG/MARKING LINE ID- TAG/MARKING LINE I.D. TAG/MARKING EQUIPMENT CONDUIT ROUTING DETAIL S CLUE: 2 TYPICAL ANTENNA COAX SCHEMATIC scmE; NONE ICE BRIDGE CHANNEL (MICROFLFCT B501 OR B502 OR EQUAL) COAX CABLE HINGE SECTION WHERE NEEDED TOP OF ICE BRIDGE 7'-0" ABOVE GRADE 0'-11 XISTINC LATTICE ~ '-6 IOWFR LEG 5 @12" O.C. EACH WAY i CENTERED IN SLAB PRIMARY RADIO 8" CONC. " CABINET -3 112" O.D. CALM. - EQUIPMENT SLAtB 3 CLR PIPE COLUMN AND ~ R F RUN UP HEAD i COAX TO (MICROFELC E _ OUTSIDE OF LATTIC B126 AND 8509 TOWER LEG (PAINT 3' JUMPER CUT TO LENGTH OR COAX TO MATCH CABLE EQUAL) EMBED INTO 7 ~ TOWER) CONCRETE FOOTING 0 -.LATOWER 6 MIL POLY VAPO FOUNDATION BARRIER (ON EXISTING CONCRETE) TYPICAL EQUIPMENT FOUNDATION SECTION SCALE: NTS ~(1 MIN EQUIPMENT j FOUNDATION PAD -10'-0" O.C. MAX ICE BRIDGE TO MONOPOLE DETAIL ` 2 ~ E 1. ALL TOPSOIL & ORGANIC MATERIAL SHALL BE REMOVED FROM THE PAD SITE. 2. STRUCTURAL FILL & BACKFILL SHOULD CONSIST OF A NON-EXPANSIVE GRANULAR MATERIAL APPROVED BY THE GEOTECHNICAL 9'-0"- - ENGINEER & PLACED IN UNIFORM 6" LIFTS. 3. STRUCTURAL FILL PLACED FOR SUPPORT OF FOUNDATION SHALL NE COMPACTED TO AT LEAST 100% OF MAXIMUM DENSITY FROM ASTM D 698 (STANDARD PROCTOR) 1 4. STRUCTURAL FILL UNDERNEATH FOUNDATIONS & SLABS SHALL BE COMPACTED WITH A SMOOTH VIBRATORY COMPACTION DEVICE PRIOR TO CONCRETE PLACEMENT. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 & THE SPECIFICATIONS FOR CAST-IN-PLACE CONCRETE. 6. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. TYPE I CEMENT"IS REQUIRED. ~ f I CONCRETE SLUMP SHALL BE 4°-7" & AIR CONTENT SHALL BE 6.5% f 1.5%. 10' -0" 7. CONCRETE SHALL BE INTERNALLY VIBRATED IN ACCORDANCE WITH ACI STANDARD 309-81 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 8. COLD WEATHER & NOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH AC1 STANDARD 305 & 306. I FINISHED SLAB SHALL BE LEVEL L 9. I AFTER PLACEMENT THE CONCRETE SHALL BE COVERED WITH A PLASTIC VAPOR BARRIER FORA 4 TO 7 DAY INITIAL CURING PERIOD. D FLAT WITHIN t 1/4" 10. THREE CONCRETE TEST CYLINDERS SHALL BE TAKEN. ONE SHALL BE TESTED AT 7 DAYS, ONE AT 28 DAYS & ONE HOLD CYLINDER. _ 11. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4° CHAMFER. 1 12. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS OTHERWISE NOTED. WELDED WIRE EQUIPMENT FOUNDATION PLAN FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" & _ ALL HOCKS SHALL BE STANDARD ONO. SCALE: NTS " 13. UNLESS OTHERWISE NOTED. CLEAR COVER FOR REINFORCEMENT SHALL BE 3 14. MINIMUM LAP FOR SPLICES SHALL BE 24 BAR DIAMETERS. 5. CONSTRUCT THE SIDES Of THE STRIP FOOTING FOUNDATION STRAIGHT & VERTICAL, TO REDUCE THE RISK OF FROZEN SOIL ADHERING TO THE CONCRETE & LIFTING THE FOUNDATION. THE USE OF FORMS AT THE TOP OF THE STRIP FOOTING MAY BE NECESSARY TO PREVENT THE CREATION OF AN ENLARGED AREA OF CONCRETE (MUSHROOM). IF A MUSHROOM OF CONCRETE OCCURS, HEAVE OF THE FOUNDATION CAN TAKE PLACE FROM FROZEN SOIL BENEATH THE MUSHROOM HEAVING UP & CARRYING THE FOUNDATION WITH IT. ON PLA N 1 YPICAL FOUNDATION NOTES 3 EQUIPMENT FOUNDATI E T (N) OVERHEAD CONDUIT - (1) 1" GROUND (8) COAX CABLES-(4) PER SECTOR (2) PER ANTENNA 12" THREADED ROD(TYP.) mi o IQ 3 ~ o ~n a wI Oi CABLE HANGER DETAIL No nuur SLAB 112" SPRINT NUT UNISTRUT CHANNEL UNISTRUT P1010 P10 DOT (IYP.) (TYP.) 12" MIN. LENGTH CN 6' 0" O.C. PROVIDE SEISMIC BRACING AT EVER OTHER TRAPEZE FLT PLATE UNISTRUT P1084 ELEVATION (-P.) 1NCHORAGE AT CONCRETE USE 3/8" THREADED ROD W/HILT] HY-1150 O MIN. 3-1/2" EMBED. (ICBO# 5193); WT WOOD USE 3/8°X3" TAG BOLTS 1T STEEL USE UNISTRUT BEAM CLAMPS, YP, INISTRUT P10D0 BRACE, -P. 3) LOCATIONS PER TRAPEZE UNISTRUT P1843, TYP. (2 PER BRACE) INDOOR WALL OR ROOF AS REO'01 I CONNECTED TO COAX DUMPER - L- SEE DESIGN AND CONSTRUCTION SPECIFICATIONS FOR UONT SEALER. FIREPROOF WHERE REO'D. GENERAL STRUCTURAL NOTES; WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, E'C., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHAD. ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHFRWSE ND:ED, CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF AMY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE SINGED TO NORMA WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD SPRINT AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING PROM THE SOLE NEGLIGENCE OF SPRINT: OR THE ARCHITECT/ENGINEER. 5. THE CONTRACT DRAWINGS AND SPECIFICAP.ONS REPRESENT THE FINISHED STRUCTURE. THEY 00 NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY S'RUCNRES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NO' INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHAi1 NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR Al EXPENSE OF REPAIR OR REPLACEMENT IN SCALE: CONJUNCTION WITH THE PROSECUTION OF ?;HIS WORK. NONE 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11, ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. ANTENNA CABLES 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: (TYP) A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVLSION OFA REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND ME BUILDING OFFIC'AL. ANDREW (OR SIMILAR) MULTIPLE ENTRANCE WALL/ROOF FEED THRU ASSEMBLY L UNUSED NONEE: 4 I PENETRATION DETAIL SCALE 2 6 4' CAtAVANIZED STEEL. CABLE i FLANGED CABLE TRAY COVER WITH HEAVY DUTY COVER CLAMPS UNISTRUT P1000 4'-0" NOTE: 1. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS. SHEET METAL SCREWS ARE NOT ACCEPTABLE. 2. VERTICAL TRAY AND COVER SHALL BE PAINTED TO MATCH EXISTING B'UILDIN'G. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE. WORK REDUIRINC SPECIA, INSPECTION WAS IN CONFORMANCE WITH THE APPROVEB PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 0. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS GENERAL CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 3D1-89, ACI 318-95 AND THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALE CONFORM TO AS-IV A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES CIASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARN OR WFAF-IER:, N6 AND LARGER ..........................2 IN. #5 AND SMALLER & WWF........_ ................1-1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST TILE GROUND: SLAB AND WAL'. ............_........_..3/4 IN. BEAMS AND COLUMNS .............1-1/2 IN. 5. A CHAMFER 3/4° SHALE BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.D. IN ACCORDANCE WITH ACI 301 SECTION 424. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL HE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALE CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRIVING HOLES IN ELEVATED CONCRETE SLABS. 1. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL HE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. TAS N _ DARDSfRUCTURAL STE NOTES, 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A36 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 91H EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325-X BOLTS (3/4' OIA.) AND SHALL HAVE A MINIMUM 01 TWO BOLTS U.N.O. 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. UNUSED 11T"LE 5 VERTICAL CABLE TRAY GALE: 3 GENERAL STRUCTURAL NOTES SCALE-. 8 I~ z ni0 ~U I vl-~ r L R,._c' a~~~ W E ~~,P 5 p', FC G z GP L/ ~9~ .\~1 7 R 2 RECOMMENDED MOUNTING CONFIGURATION: 13'-0" SECTOR CROSS ARM(FOR 4 ANTENNAS/SECTOR)=VALMONT MICROFLECT #81822 5'-2" STRAIGHT STANDOFF FOR SECTORCROSS ARM=VALMONT MICROFLECT #B1820 NOTE: PART NUMBERS MAY NEED TO BE REVISED AFTER STRUCTURAL ANALYSIS AND FIELD VARIHCATION OF POLE STYLE (ROUND/POLYGON) AND POLE DIAMETER AT MOUNTING OCATION ANTENNA ORIENTATION PLAN _SCALE: N.T.S....__ EXISTING AIR TOUCH MW DISH APPROX. EL. 146' EXISTING AIR TOUCH MW DISH APPROX. EL. 90.0' ANTENNA I` o I I N ANTENNA MOUNTING BRACKET 3,_0 STANDOFF MOUNT MICROFLECT #92416 (TYP 3 SECTORS) I 0 NEW CRICKET ANTENNAS, 2 INITIAL PLUS 2 FUTURE PER SECTOR EXISTING CELLULAR ANTENNA APPROX. H 55'.0 EXISTING AIR TOUCH MW DISH APPROX. EL. 141' EXISTING AIR TOUCH MW DISH APPROX. EL_ 128' NORTH ELEVATION SCALE: N.T.S. I SCALE: N.T.S. MATERIALS SUPPLIED BY CRICKET (COMMSCOPE) EXISTING LATTICF IOW TOWER / II y OR R TOWER LEGEG fF- TYPICAL ANTENNA BRACKET DETAIL DESCRIPTION OF MATERIAL MANUFACTURER ANTENNAS EMS MOUNTING / MECHANICAL TILT BRACKETS - VERTICAL EMS CELL REACH COAXIAL CABLE (SEE SCHEDULE BELOW FOR PROPER SIZE) COMMSCOPE ANTENNA JUMPERS / DIN MALE - DIN MALE (6 FOOT) COMMSCOPE 7/16" DIN FEMALE CONNECTORS FOR 1-5/8" COAXIAL CABLE COMMSCOPE HOISTING GRIPS FOR 1-5/8" COAXIAL CABLE ( IF APPLICABLE) COMMSCOPE UNIVERSAL GROUNDING KITS W/5' LEAD AND UNATTACHED LUGS AND WEATHERPROOFING MTS UNIVERSAL WEATHERPROOFING KITS MTS COLORED COAX SECTOR iNCENTIFICAT10N TAPE (LOT) SINS GROUND BAR KIT ALBS FRAME MOUNT POWER AND TELCO CABINET TRANSTECTOR COLORED COAX SECTOR INDENTIRCATION TAPE (LOT) SNS COAX CABLE DIA.(m) COAX CABLE LENGTH CABLE MODEL P/N 112" 0' - 25' CR50-570 (COMMSCOPE) 7/8" 25' - 100' 811040-001 (CELLFLEX) 1 5/8° 100' 7 CR50-1873PE (COMMSCOPE) ALL MATERIAL PICKUPS TO BE BY APPOINTMENT ONLY, SCHEDULE PICKUPS WITH RONNIE ALLEY CELL #720-480-6791 PACER #800-558-6092 SPACE DIVERSITY (D 0 O O O 0 VERIEI' DOWNTILT WITH RF. ENGINEER. UNLESS OTHERWISE DIRECTED SET INITIALLY TO 0' ,1J --DOWNTILT BRACKET ANTENNA DENT- ANTENNA ANTENNA VECa. ANTENNA CABLE CABLE FOP JUMPER CABLE IFICAION CL TYPE 0/ AZIMUTH LENGTH TYPE `YPE MODEL 1 1. '6_t.OW 1 ORANGE 100' RV-65-18-02 DP 2' 0' ;80' ''--5/8" - 2 YELLOW 100' RV-65-18-02 DF 2' 0' 180' 1-5/8" - 2 WHITE 3 1 RED 1 ORANGE 100' i RV-65-B-02 DP 1 120' 190' 1-5/8" - 4 2 RED 2 WHITE 100' RV-65-18-02 DP ' 0 720' 190' 1_5/8" 5 1 GREEN 1 ORANGE 100' RV-65-18-C2 DP 0' 240' 200' 1-5/8° - 6 2 GREEN 2 WHITE 100' RV-65-18-02 DP 0' 240' 200' 1-5/8" 7 - 100' FUTURE 8 - 100' FUTURE 9 - 100' FUTURE 10 - 100' FUTURE 11 - 100 FUTURE 12 - 100' FUTURE 13 - - CPS - - 110' - - LDFY-50A NOTE: CONURACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR WSTALLATION OF CABLES. y 0 Cu U .E Vo O V J r ~I N W U o~ N 2 Q W W I - N Y W W ~ ~ Q ~ 0 ~ a 0 _j _j U = Q 3 W W W oa 0 v c 1 SHEETS 15 OF 16 CAD FILE NAME DEN073A-R1.DWG PROJECT NUMBER DEN-073A REVISIONS 0 PRELIM 2/E 1 INAL 3/1 2 REISSUE FINAL 5/1 ISSUE DATE 5/1/01 DRAWN CHECKED JRP KPH >~~~VSew«mVJS~ 29097" _ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12098 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/7/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10019 W 26TH AVE Phone : 462-8526 Contractor License No. : 19931 Company : Specialty Construction & Management Inc Phone : 766-2004 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $30,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, P2fftllt F@8 : $442.25 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 alle9ations Plan R8vi2w Fee : $287.46 made are accurate; that t have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Use TaX : $450.00 Code (U.B.C.) and all other applicable J~eat Ridge oe~~nanc -forwdrk under this permit. O/ ~ 9.71 (OWNER)(CONTRACTOR) SIGNED DATE use : C Description : PLACING WIRELESS ANTENNAE ONTO AN EXISTING TOWER AND PL ING THE EQUIMPENT INSIDE AN EXISTING BUILDING BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval : TRC OK. 7 MAY 01 Zoning : C-1 W0 . 5/7101 Approval: DM ~ WN Approval Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18301 Company :Thoridon Electirc Expiration Date : 2/28/2003 Approval : OKIKS Plumbing License No : Company : Expiration Date : Expiration Date : Approval: Approval: Mechanical License No : Company: (1) This permit was issued in accordance wilh the provisions set forth in yopur applicalion antl is subject to the laws of ihe State of Colorado and to the Zoning Regulalions antl Builtling Code of Wheat Ridge, Coloredo or any other applicable ortlinances of the City. (2) This permil shall expire if (A) the work authonzed is not commencetl within sixry (60) tlays fmm issue tlate or (B) [he building authorized is suspended or abandonetl for a periotl of 120 tlaYs. (3) If this permit racµres, a new permit may be acquired for a tee of one-halFthe amount normally requiretl, providetl no changes have been or will be made in the original plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. If changes are made or i( suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water wusing a dreinage problem. (5) Contractor shall notify fhe Building Inspector twenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspeclion card beFOre g wii~hf ~supcLc~enssive phases of the job. (6) . su n~~~ [ it or the aPProval of drawings antl specifcations shall not be construed to be a Permit for, nor an aPProval of, any violation of the provisions of e Atli or any other ordinance, law, rule or regulation. ~ Chief Buildin Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A PPLi cPf-r%oN Property Owner :f4t*vp;~4_ l 0 W Qr Lo rf, L/ J~1-a c x'PropertyAddress: 1,00 k5 LJ, aL `v` ~Ve__ Phone:J0' rContractor License No. :OQjrj(0,_Q 19q 31 Company : Spe~,a\1~ Consi.,.c}c~ ~ Phone :3D3 `f(a 2 8S2'L OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances Droposed by this pertnit application are acarete, anC do not violate applicable ordinances, rules or regulations of the City of Wheat RiCge or -ovenants, easements or restrictions of recortl; that all measurement5 shown, and allegations made are accurate: that I have read and agree to abide by all conditions pnnted on this aoplication, and that I assume tull responsibiliry for compliapce with the Wheat Ridge Building Cetle (U.B.C.) and all other appliwble Whe dg rdi M1ces, for work under this p rt. (CWNER)(CONTRACTOR) SIGNED DATE ; Description 'KR v Construction Value : 3p ~ Permit Fee : - ~(64'. Use Tax : iy6v Total : Use: J J4Wtc*4 lM +~-c C~ v, e tL_~ i BUILDING DEPARTMENT USE ONLY Comm on nfg. SIC : .q. Approval :'~G cu+-'/ 7 Zoning : r ' Bui! dmg Approval Pub( c Approval : le~ Occupan Walls : Roof Erectrical License No : Jq3o\ Plumbing License No ~ Citj Company : Expiration Date : Expiretion Date : Approval : Approval : (1) This permit was issueC in accortlanca with the provisions set forth in yopur app - '.omng Regula6ons anC Builtling Cotle of Wheat fiitlge, Colo2CO or any oNer a071iwt (2) This permit shall exptre if (A) the vrork authonzM is mt mmmeneeE wiNin sixq . , ] or aoanaonea ror a penotl ot 120 tlays. - (3) It Nis permit explres, a new permd may be acquireE for a/ee of onMalt the am . iEe in Ne onginal Olans anC specifimtlons an0 any suspension or aEanCOnmml has not e i0onmenl exceetls one (1) year, full feea shall be pai0 tor a new permiL (d) No work of any manner shall Oa tlone Nat will Ufange Me natu2l Ilow ol water ~ (5) ConVactor shall notiry Ne Building'Inspectw twenry•rour (24) hours in atlvance E DePore proceeCiing wIN su e phases of the p6. (6) The,ssuance of' rtn apProval of tlrowinqs anA specificatlons shall not be construed ro Ge a pamR tor, no: an approval af, any vioiation of the provisions of Ne Ouiltlinq er oMinancelpim.wleortegulation. Chief COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 D CITY OF WHEAT RIDGE . 7500 WEST 29TH AVENUE y p _ tr-N WHEAT RIDGE, CO 80033 • (303-235-2855) J ~LORAO~ . !iI'1`F•14lJ~i/N rIo . (Z6y1 ; y L Pioperty Owner: ~ 3/ r~ Kt ei t ~~,J L t- U:Xk Property Address: /00/cl 0-26e,1111~~ Phone:3Q3 -•2~~`~ Contcactor License No.: Compan. / ~ Phone: OWNER/CONTRACTOR SIC+NATURE OF UNDERSTANDING AND AGREEMENT guildinaDept.Va/uationFigure: a I hereby certity that the setback distances proposed by this permit application are accurata, and do notvlolate applicable ordinances, rules or regulations of the Cfty of Value:$ - WheatRidgeorcovenants,easementsorrestrlctionsotrecord;thatallmeasurements - shown, and allegatlons made are accurate; that I have read and agrea to abide by all Permit F. conditlons printed on this applicaUon and that I assume full responsibility for plan Revie Lee: compliancewiththeWheatRldgeBuildl CodeQ.B.C) andallotherapplfcableWheat _ ~Z Ridge Ordinances, for work under rmit. Plans subJect to field fnspection. CU . (O W NER)(CONTRACTOR): Use of Space (description): Description of work: Sq. Ft. added COMMENTS:~~1p~ ApprovaL•( C7~ Zonfng: ~ \ C4-).) . ^~=t CENT..O.. ~ BUILDING COMMENTS: /(Jl Approval: ~ ~ C 1 ,l • ~ NC Cr, do:.r L PUBLIC W ORKS COMMENTS: qPproyal: IRE DEPARTMENT COMMEN7 Appraval: - ~ E~%. Occupancy: Walis: CP`~~ Ele ical se No: Com Exp~ ion Date: Expirai,/~~~~ A~pproval: APProv, i~~~ q V ~ (1) This permit was issued imaccordance with the prc hv,C~ \ the State of Colorado and to the Zoning Regulations and Bulld L1(SL~~ ~ 1. 'inances of the City. k~ (p) This permi t s ha l l exp ire I f (A) the work authorized is \a building auNodzed is suspended or abandoned for a period iR C) (3) If this permit expires, a naw permit may be acquired t ~ ~io changes havebeenorwlllbemadelntheoriginalplansandspe L~jY~ tna~~ ~asnotexceededone (1)year.lfchangeshavebeanorifsuspenstonorabai ~051- ~ _ snallbepaidforanewpermit. (q) No work of any manner shail be done that will change , A+(`-~ ig a dralnage pro6lem. (5) Contractor shall notiTy the Buildtng Inspactor twenTyfiot ~ ice for all inspections and shall receive written approval on inspection card befora proceeding with suci , -.uaesof the job. (6) The issuance of a permit or the approvai of drawings a,., speciflcaUons shall not be consWed to be a permit for, nor an approval of, anyvlolation ofthgprovlsions of the building codes or anyother ordlnance, law, ruie orregulation. All plan review is subject to s c fRS• hief B'itdina Official ~~*J'Af'~~t Rlidge ' 7 i . 4 . ~ 6 i ~ a 3 ~ Commercial'Vegce PERITT - 480377 80377 T35t3'SD: 04J23f2048 0021 36TH AV EXPTRES: -10I20/2008 ental'fence:for garden center. ~S *i,;r 32-8849 Robert Gold Gold'e Grocez'}^l 52-6829 Riehard Garramone . . . . . . . . . . . . , uA . . USE:..UA . . .U&. . BZOCK/LOT#: 0/ • „ . r.. " . ESTIMATED PROJECT VALUATION: 5~O.:tf6 . FEE$ . . . . . . . . . . 30.55.::. ion .00 9.00 39.55 ntain a 55' sight-obstruction triangle pEr plan. :28C the eetbaCkdietanceepropoeed by thie permit'application are accurate, and Qo swC violfite applicab3e os reyulatLohe oE the City-.of Wheat Ridge or covenanta, eae5meata orreetricCionsOf recosd: thdt all, q,'.an9altegaCYOna made are acsuratr,tria[ I have sead andagree to.abide by el} conditionepYlnFed on.Chis nnt"SadeumeEullrsaponeibiiity forcampl>ance withthe Wh9at RidgeBUilding: Code. U.B.Cy anfl a11 other [Lidgm or cea,-for vrorkwtidC=ehie permit. Plane eub]ect.to field.inspection. xCtnr✓~e- . . date . . : g iqeueQ'Sn aewrflance witn the provieione aet foxth Sn yourapplication and ia aubject ta t,b*.' oithe . 3do azaA~.to YheSoning AegulAtidns q~.9uilding CA3eb o£ NtfeaC Ridge„ 4blorado or any oCtler.applleable . the fi.'ty. . . . . . . E11 e3cpi;e 146 daye fYar~tlse iaeue date. Aequeete foi an ~tenaion muet be receivecl prior to.expiraticm naion~may be granted at t}~e: diecretion of theBU1191ng Official. . 6xp"x#ea, a aeN parmit.awy be aCquired for a tee:of one-half the amovnt normalSy,re¢u3red,.proxided no qMn Or'Will be?raae in theorlginal plane and epeciffcatione and any~suapenal?wor abandonmbnt 15as.noCyear, I# chapgee haveDeen or if euepeneion or ak>andonment eXCeede,one (1) y~r', full Ld~es tlha11ReW BeYfi10. . . . . : . . . . (maY,nes ehall~be done tnatvill change the naturel flow of water caueing a dral~uge proDlem.: ~.1 u9kify thOBVildia9 InepecCOr cwenty-four (2~s)houzs inadvanet foz all inepeetlone and shall rmcaive ral on inepection cacd befozeproceeding with aucceselve phaeee of thejob. >t a petmit oY the..agProval of drawinge and epeci[LCationeehall not'Ue conetruedlaw, bxuleor~1iegulatlcnY ; ~.y }o~.. ~ the provielone..ofthe bui2ding codee.or any other ordinance. . . xe a Pield inapectione. . ' P Bui pg Pici81 . . date . . . . ; Q yi318:(303)234-5933 BUILDING OFFIC&: (303)235-2855 T'Ag t~1g gy'.3gtd ANYBUSINESS DAY FOR INSPEC''ION TFTE FOLi,E3WIt~ BUSINBSS IIAY•. e~ . . . . . . . ' . A .:Y . . FYJHEqT City of Wheat Ridge Building Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 ` Inspection Line: 303-234-5933 COLORP~~ Building Permit Application PropertyAddress: /0 n v C . P Property Owner (please print):_?~ fi /[O~bC ~ Mailing Address: (if different than property address) Address: City, State, ~ Contractor. Contractor Li Sub Contractors: Electrical Ciry License Company. Exp. Date: Plumbing City License Company Exp. Date: Date: Plan Permit Phone:7 O-7 ` ~'~c~l Cml^~"CdlN~yT Phone: U s e of space (description): Description of wodr~ ~1 -C ia Mechanical City License Company. Exp. Date: p o Construction Value: S ~ (as calculated per the Building Valuation Data sheeQ Plan Review (due at fime o~ su6mittal/: $ S4uares BTU's Gallons Amps Sq. FLILFt added: CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) ( Dafe: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT hcable ordinances, I hereby certify that the setback distances proposed 6y this permit application are accurate, and do not violate app allegations9made are facthe cu alte; ~hat~ have I ead arnd aq ee to ati de by all condiUOns printedeon thishapplicationsandmhal I assumeafudll shown, Wheat Ridge 8uilding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work responsibiliry for compliance with ihe under this permiL Plans subject to field inspection. CONTRA70R) PRINT NAME: SIGNATURE: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENT$'. Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer-. FIRE DEPARTMENT:I 0 approved W/ Commenls ❑ disapproved ❑ no review required B~d9 Valuation: OCCUPANCY:__ GroC ~ v- ~ 3 0.~ -'•~.?.2 - P~~9' ~ ~(ic~rav~ Garf~Qt~fv~iE 3 0,?- a'7,?- c/oad`- S ~ . • ~ , . I' enG~ f ~ ` ~ Vl • ~ppte:~looatlo8p ~ e ~ ac s: . nglmpTave~elopmentstan~ation . ~ a 11n~ ~ ed plan ponsible fs`t n a 3ny ~~.~u i• • k-j . V- '~L0 t a W1L~fU1 n C~'O7t~ inacc:U.o - y,~bnnitte cesula~n . . ~ (?e o ~ ~ ti rehLt 3 S Cfty of Wheat Ridge , w Conimereial Fence PERMIT - 070341 PSRMITNO:070341 . . ISSUED: 04/19/2007 JOB.ADbRESS: 10021 - 26't"H AV EXPIRES: 10J16/2007 . D83CRIPT.ION: Temp..~GaYden:center w/.fence. April 28- June 17, 2007. rrr CONTACTS s14 ownez 303/232-8'845 Gold•e Groeezy ten 720/732-6825 'R:ichardGarramone Home: 303-273-9025 , . PARCEL INFO ' ZONE.CODE.: C-1 . ..USE: . UA . . ' . . SUBDIVI5SON: VA. : . . BLOCK/LOT#: . 0/ . . . . r+...~r. r~w....n^~ . **F$E SUpAfARY ESTIMATSD.PROJECT VALUATION: 500.00 . . . FEES.. . . PIEaSO ~TofrC: , ~ . . Pexmit Fee 30.55 Owmr/ conUaetorisrc 1'otal valuation - 00 linesandconsWctitg ~~~ngPmF~nY 9~.00. ~~~+n8t4the Use T~ approved plan nnd aequiced devglopmenx standorls. TOTAL 39.55 Thc City is not responsible'fOt 1~utatG infiutmii:+cz Commen¢e : ' errors resulting &om ' tafzmation. ~ 1410060000 KSf must maintain a 55''aight obatruction triangle per plan. I.heteCy cerCify that the aetba6k:distancee proposed by thitl pexmit application are accurate, and do not violate applicable . or4laancea,sxulea ox Tagu1aCSmns.:C£ the City.of wheat Ridge or coveneate, easementa or reetrictione of r6COZd; thatall rteasuremente ehorm, eri¢1a11qgat#one made are accurate; ttlat I kuve read and agree to abide by allconi9itions pzinted on thieapplicaticn.aznd tMat 2~aCSySe fuIlrnaponeitiility for compliancewitls the wheat Ridgc Building Cbde (I.S.C).and ail oGher appli lp Nhcat idqgt9YCl "!s/ Lat tvork under ttiie permit. Plaaie eubject to fieldinepection. . ' . . ss euro otconeraaeorJownbz . aaee . 1. Thte permit wae 1atluGd in a¢coTdanca wlth the pzovieione eet fortR in }rouz application and is ev6ject Cotrie 3awemE.tIIe ~StatE oECOlorad4 and t0 tlie`SOrting.Regnlatione nnfl Building Cpdee oi Wheat Ridge, Colorado oraxry otherapplicable. 'oYdlllLace0r.q1 Ch6 L'it}+. . . . . 2. "Thia peridit thaY3 expice 1¢4 Qaye fram the 1lauedate. Reqneetbfor an exteneion muet be received prAcr to expiration . -0atb. An-a1[Ce48iori Ei9y 4e gxSnted eC the.disCr6tionof the Building OffiCial. . . . ' . 3,'If thle pexmlt eartpirer, a Aeiv pesmi4 makY.be acquiredfor a feeof~one-half the amoune normally YtlqulYed,'.providEd no . chasigeeltav`e bsm 4L"aili Sie'aade in the.original plans and tlpecificatione and any euepension.or eheodokqnent has not e%aeedad drys (,1) yeat. If ebaa9es havc'heen.os if svepeneion or abandonment exceeda one (1)yeqa, Snll.Ceee shall' . be Pa1d for a neM pezmlt- ' : . SC Np work ofany menrlei ahe~.l be-done Ck,at will chnnge the natural flow of water caueing a drain~c piOblem. . 5. Contrmctor ehall.xrotify the Bu13C1ng.Inapectos twenty-four (24) houre in advance for all inapecCionfl and'shall zeceive vrittan~approval oYi'ingpmaCima.Cazd before pioceefling wlth eucceeeive phaeee of the job.. 6:The.ie6uance of a Beimit Ot the approvelot drawinge and epeciYicatione ehall not be conetruedto be a pezmle for,.nor, .an app . eL, eny.klplatfoji of the pYrnieioneof the building codea or any other ordinance,lar, tule-or regulation. A}1 teviev 1~. oct to field ;nepectione. . . 61Aat~urYChiY~E date . . . . . . . . ZlSyp$C1'ION . R3Q17$9T LtNi$x (343)2~34-5933 BUILDING OFFICE: (303) 235-26'SS REQUSSTS MUST 88 MADE SY3PM ANY H[JSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT of W"Eqr,p BUILDING INSPECTION LINE - 303-234-5933 ~ a CITY OF WHEAT RIDGE " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~LORAO° . 1K21lFfFR APPJ Proper[y Owner: & F? C Property Addiess: J 4f-1/ ~1'~ ~ Contractor License No.: y Building Permit Number: Date: PLAN # Phone: 7 zo 73 2 -G 829 Company: C4~ S 6 ~ ( F f ~7 Phone:~ J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDINGAND AGREEMENT guilding Dept. Valuation Figure: I hereby certify that the setback dislances 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; ihat I have read and agree to abide by all conditlons printed on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, for work under this p~anit. Plans subject to field inspectjon. / n? ~~r (OWNER)(GONTRAGTOR):SIGNEq/ ~ 7"~~~~EDATE j Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ 5 Total:$ Use of Space (description): T C~'N e~ Ga /c%• d CC HFc r G;/ fi~ ~ ti c e Description of work: 4128_ to' 1-1I'b-+ Sq.Ft.added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (i) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of lhe City. (2) This permit shall expire if (A) the work aulhorized is not commenced wilhin sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half lhe amount normalty required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall noti(y the Building Inspector lwenty-tour (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or lhe approval of drawings and specifcations shall not be construed to be a pertnit 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 is su6ject to field inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: rC G'a r~ o~ o ti E pf'a ~ra r- /~'h30.~- a72- qoaS 3.2 ' ir/ *A ~ ~ - Lh ` . . eoptjpte:otl~io8 .p~ye °Q ~~O~ inaimPtip°0~ opm~t sta~nTmat on ~ ~ a , • nycc ~~c<i ~eq ved 7» ~ ons~ble f~~,nd 3ny ~°~s n. ~b~ cesU n m 1~ ~ ~ ~ ~ ~ ~~hce~ 3S 4HFA Ridge City of Wheat Commercial Mechanica PERMIT - 060811 PERMIT NO: 060811 ISSUED: 09/01/2006 JOB ADDRESS: 10021 26TH AV EXPIRES: 03/01/2008 DESCRIPTION: rem/repl. kitchen hood; make up air unit, exhaust fan CONTACTS gc 970/303-6693 Manny Pereyra 06-0137 Air Flow, LLC owner 303/232-8849 Bob Gold PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY **ESTIMATED PROJECT VALUATION: 13,645.97 FEES Permit Fee 308.50 Total Valuation •00 ~ Use Tax 245.63 TOTAL 554.13 Comments CR: OK. See "PERMIT NOTES" on 2nd page. Subject to field inspections. DS: See Fire Department commments. I hereby certify that the setback diatances proposed by this permit application are accurate, and do not violate applicable ordinancee, rulea or regulatione of the City of Wheat Ridge or covenants, eaeemente or restrictions of record; that all measurements ehown, and allegations made are accurate; that I have read and agree to abide by all conditiona prineed on thia application an at I aseume full reeponaibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica t Ridge ordi , for wor der this Qpermit. Plana subject to field inepection. _-0Er Si ature of contractor/owner 1 date 1. This permit was iseued in accordance with the proviaione set forth in your applicatl an] other applicablef the State of Colorado and to the Zoning Regulationa and Building Codea of wheat Rid9e, COlorado or Y ordinances of the City. 2. This permit ehall expire if (A) the work authorized ie not commenced within sixty (60) daya from issue date or (B) the building authotized is euspended or abandoned for a period of 180 daYa. rovided no 3. If thie permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p changee have been or will be made in the original plans and epecificationa and any auepension or abandonmen[ hae not exceeded oce (1) year. If changee have been or if suapeneion or abandonment exceeds one (1) year, full feea shall be paid foz a new permit. 4. No work of any manner shall be done that will change the natuzal flow of water caueing a drainage problem. 5. Contractor shall notify the euilding Inepector twenty-four (24) houre in advance for all inapectiona and shall receive written app=oval on inapection card before proceeding with succeseive phaees of the job. 6. The ieauance of a permit or the approval of drawings and apecificationa ehall not be conetruedlaw,brule ormregulation an approval of, any violation of the provisions of the building codes or any other ordinance, l~s ~ 7ect 'eld inepectione. All plan t~ INSPBCTION REQVBST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. PLANS MUST REMAIN . of „,HE,,r OIVSfl"E DURING Plan Review#: pN City of Whea = ° ~~S~TRUCTION Building Permit Number. ° ^ Community Development Department Date: ~C ORPO~ MINlQ~ BUiLDll {'V PE.L'CMi' Property Ownex: ffOjj L1104 jj Property Address: ID192 Con4actor License No.: Company: A:/l fCIf7 w' L L. I here6y 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 W heat 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 W heat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, forwork under this permit. Plans subject to field Inspectlon. lfON 6D '3c, Phone: 'r(7.?'.Z.7.~'sor/ 7 Phone:970 . 6 6 9- 3 3-6 g OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 Buildinq Dent. Va/uation Figure: (0 W NER)(CONTR4CTOR): 2 Value:$ Perxnit Fee:$ Plan Review Fee:$ e Tax: 'rOt31:$ Use of Space (description): ,~1L✓L, i~/Q &v A~; ~ ~E~'cAdfl' ork: C~0`'t ~4 Rt`~i.Pi'r KrT~'Nc'••v /`~00.C)jMAk Sq. Ft. added %k DEPARTMEN'PUSE ONLY Approval: Zoning: OING COMMENTS : ~ Approval: , 6 IC WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: NEED: Electrical License No: .Job valuation -e,e ~;4 Walls: Roof: ~ lqj ,Ol ~ Q6 Stories: Residential Units: Plumbing License No: ~echanical License No: Company: ompany:,4//1F"pW LL.C, Contractor Name GC SUB Contractor License GC SUB Contractor License renewal GC SUB :X$$$ for Contractor License GCiX SUB_ _Contractor Insurance Cert GC_ SUBT Site Plan 1 _Fire Dept. Sign off D _Engineering details ,te: Expiration Date: Approval: s set forth in your application and is subject to the laws of [ne state of )des of Wheat Ridge, Colorado or any other applicable ordinances of commenced within sixty (60) days from issue date or (B) the building 180 days. a fee of one-half the amount normaliy required, provided no changes ~ flcations and any suspension or abandonment has not exceeded one donment exceeds one (1) year, full fees shall be paid for a new permit. the natural flow of water causing a drainage problem. ur (24) hours in advance for all inspections and shall receive written ccessive phases of the job. and specifications shall not be construed to be a permit for, nor an ig codes or any other ordinance, law, rule or regulation. All plan review Notification date: !-~l 2,2-10b WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034-0507 303-403-5900 • FAX 303-940-0350 • WYVW.WRFIRE.ORG Air Flow LLC. August 29, 2006 P.O. Box 821 Firestone, Colorado 80520-0821 Re: Hood system for Pazamount Lanes 26h and Kipling Street. The following requirements are made under the 2003 International Fue Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. Plans submitted to the Fire District do not show the entire scope of items to be placed under the hood system. Other requirements may be addressed upon inspectiqn of the site. 2. The fire alarm system shall activate upon activation of the hood system. 3. There shalt be complete shut down of all electdcal and gas appliances under the hood upon activation of the hood system. 4. The system shall be tested prior to scheduling an acceptance test with the Fue District. (A 24 notice shall be given to the Fire District prior to an acceptance final.) 5. A fire extinguisher with a minimum rating for class K fires shall be installed within 30 feet of commercial food heat-processing equipment (unobshvcted path of travel). 6. The Final is also contingent on the Final building inspection by the City building Inspector. 7. The azea under the hood shall have no combustible materials stored at any time. 8. Replacement of the fusible links shall be performed bi-annually. 9. All employees shall be educated on the use of fire extinguishers and the hood system. (Training shall be documented and onsite with the fire alarm panel.) Any questions regazding this plan review please contact me at the Fire District. Re~vie7wed by, Dougl J. Saba Fire Mazsfial Fire Code Inspector # 5083898-66 MvST REMA1N .WS : 1NG ;~~s~TTRUC ~pN ~n, 1..., Tuesday, Jul y 11, 2006 Quotel#: 469458 Parmount Lanes ProjeM To: Bob Wol( MATTER OF SAFEN PO 80X B21 FIRESTONE, CO 80520 Phone: (720) 890-5964 Fox: (720) B00-7216 amattembafety@comce3t.net Fromd I(ARL SMITH CapNve•Aire Systems 875 E. Colorado Blvd Ste. 204 Denver, CO 90248 Leeel:(720)570-0901 Toll Free: (800) 723-2720 Fax: (720) 570-0992 rep43@eaptlveelro.eom Shlp-To: Parmountlanes 26th encl Kiplinp Street Wheetridge, CO 00212 Ceptivo-Airo Eyelems propexp to furnloh the following equipment. ProdueUmi of Ilated Itema Witl cunnncnGS upun receipt o( an approved proposal, a purchase ordar, an approved submlttal, end approved eredil. EQUIPMENT Hood A1 - Hood #1 45153ND-PSP-F - 6R 0" Lona Slooad ComoensaNna Wall Canonv . WHEqr . x1 `Hood, w! Ptrfgrated Suoolv Plenum wf 1 Pactorv Installad 12 X 14" ExhaustRlser(s) • 430 SS Where Exposed xt • FILTER • 16"x 16" Kleen-GarC Stainless Sleel eaflle Filter with Handles, X2 Ul Cleasified ~oa22 - FILTER • 16"x 20' Kleen-Gard St2lnless Steel Baffle Filler wiN Handles; ment uL cla66inea VVheat R• ~d77f7e guildin ePa~ , ' .InrsnAgsrenl lrpht ey` ~T - SUPPIY RISER - 8"x 36" Supply Riser with Volume Dampers x1 - 1/2 Pint Grease Cup New Slylo, Flenged SloNed . p~ . • BACK STANDOFF 3" Wide OF ~tAL a x~ ~~y, ~ci~s iL' The isflliB~if~ ~sp appro,ra1 ot, any.valatia~ io ` Validity of utations shall rrot be a P~ C~Y ordfian~es. Fan IH NCAI4FA - Exhauat Fan (EF•1) ~nd ~ Y of the Provisrons ol the Dui~i^9 ~ a W anY to "'°1~ a ~"~althe ~ ~ V~s d Uie NCA74FA 8elt Orlve G~hifuaal Uo6last. Ezhausl Fan w1E/f*.?~~a7~Lin Io ot give other authoordnry lnances of t~ City . Exhausl Fan handles 1764 CFM C 1.00D" wc. Fan runs al 129 Er,haust Motor: 0.750 HP,1 Phase 115 V,12.0 fLA, OOP (Open Drip Proon . . - . • WALL MOUNT BRACKET - 24.25 " sQuare x 2" for fans with 24.7511 x1 square beee and with 20" eenterod aquere fiole. . I • GREA9E CUP - Grease Cup lor kitchen•duty cenldfugal exhaust fans, z1 Box pimsnsbns 15-314 L X 5-1118 W X 3•314 H(18 GA.) Faa Total Price: Pa9e 1 0/4 E0/10 39Vd 38Iti3AI1dV3 Z660BG501L BZ:91 900Z/TT/L0 ?wedo Jul 11 2009 Quols N: 469150 Parmount lanea Pro ct Fan $2 A1A.260•610 - Heater (MUA•7) A1 0 430 610 Ofroct Gas fired Heated Make Uo Alr Unlt wlth 10" Blo~sr SupplY Fan handles 1411 CFM C 0.500" we. Fan runs at 992 RPM. HescersuppNes72008 BTUs. Suppy MoWr: 0.500 HP,1 Phasa 115 v, a.o pi.n, ooP (Open OAP Proon Side Discharge - Air Flow Right Leri - Sloped FiUared InWce fir Size 01 Modular Heater. 21.813" Wide x 44.375" Long x 23.375" High. Includes 7' MV EZ Kleen Metal Mesh Fillers. - MaYlbol 14 • AO-BO•F Diecharge Tomp Control • Romob Ponol - Motorized Back Dratl Damper 18" X 19" tor Stte 1 Standard 8 Modular ~ Reazf ~ Fla^geeLFW20S Actuetor IneluGOddard GaNanized ConstrucUOn, x1 x1 x1 x1 Fan ToWI Prlee; Curb for Fan 02 A1•0.250•G10 • Heeter (MUA•1) X' M U A,1CurbCR821 X71X20iNSintulAtwd Curb for Fan #2 A1•D.250-010 - Heabr (MUA•1) Total Pdca: Bob: H you wsnt an evaporative cooler Subtntel: Shlpping: . . I'. Tax: Tolal: 9y Othero: InstailaUon, ductwork, patching, atl elecVicel field wlrlnp, atart•up & 6alance, gas or alactric shutdorm lor fiiB ayettm huuk-up, fin rystem hook-up, flrs syatom chemlcal agent, N02 cartrldge, plpinB, debction and pull sUtlon Ilne(s), tests and pormlts. Nott: GustOmet le responslble faf aOUltlonal IaDOr cn9fQE9 93 8 re4ull Of COOKing equipmYnt layaut cha th8 fCleOae ot the order, union IaOor charpes, or adGltlOn2111ips by fira sysiem distributor caused by jo6 permlts, lees or test required by local autharity. Submitlal wIA specly applicabla lesUnB and appfoval a but Is nol Ilmited to, h ~ e hem ial agent, N02 cartldye, fl Id plp n~glrs•p pinB! dehook leclion a d pull Ilne(s), test5, and parmita, Captlve-Aire Systems product musl be insfalled in accordance wflh instellation instructlons provlded wli or avallable on our web slta at www.capUveafr.com. Duclwork musl be desqned and Inslslled in accordancs with AMCA and ASHRAE stendards as presei Captiva•Aire Systems "Guide to Designing Air Flow Systems", aveileble el: hltp:/hvww,captiveair.co MMANUAL9lAI R$Y9TEM DE31GN/DE51 GNAI RSYSTEMS. HTM Pdge E0/dB 39Gd 36IV3AIlddO Z6600L90ZL /TT/L"B < AU6-09-2008(VdED) 09:38 DATE Sf`- 9- o ~ PLBASE DELIVER TI-M FOLLOVJING PAGES TO: FIRM !.G /4C.+~ir NAME TELECOPYNO. 7~ ° - dl`~o - 7.?/6 FROM REGARDING A TOTAL QF -7 PAGES WII.L BE i'RANSNIITTID (INCLUDING TMS PAGE) I'.170 013 IF ALL PAGES ARE NOT RECEIVED OR r COPY IS NOT LEGIBLE, PLEASE CALL (303) 978-1405 A.S SOON AS POSSII3LE. WE ARE TRANSMIT'TWG FROM TELECOPY NUMBLR: (303) 979-0277. MESSAGE: ~ --7 a -3.7T- ~7 9 0 i , 5262 S. Xeoophon CL- Littleton CO - 80127 - 303-978-1405 fas 303-979-0277 Recei-J Fax : Au 09 2006 9:26AP1 Fax Station : A IfATTER OF SAFETY 2 A AUG-09-2006(WED) 09:38 P. (ii0:: /E103 ~ Sul SB 2006 9:27HM R nF7TER OF SRFETV 7208907216 A MAT'x'ER OF SAFETY, LLC ro sox 821 Mreatens, CO 80520-0821 PLone/ft7t: 420-890•6964/ 7116 G11: 720-280-11900 PRICI3YG. K[TpHEN 1100D177RE SeFcrr nrarw7a. luly 16„ 2006-REVISED Attn: Aothony 10B NATvfE; Pwamount Lanes PhoneJPnx#:(7Z0)3Z3-29a3/303•979-0277 JOHADDRESS:26"'RKipling. Rli: Kiuhen Hood end Air Syttem FQUioment 2 Hr Rated Fxhaust Tajigt WLp Synem~ 9nsp1 Fire Saooressien system (1) 7'ype 1 CaptiveAire kitchen hood 6'Long X 4'D X 16" front Fxhaust Canopy Hood w/ Eahaust Riser and perforated supply plenum. UI, rated hood lights/ greate baft]es/pmase cup. FOR A COST OF 1.386,00 L1I.-Rated-Belt driven up-blast geease exhaust fan w/ mauhing wa13 mount curb nnd grease cup and hinged base; FpR A COST OF .................$760,00 (1) Direct gis fired, side discharge, tempercd mukc up air unit with aaached evapom[ive coolcr/ fgound mount cutb, tuid conuol pnnel unit. FOR A COST OF $4,591,00 Y6,738.00 Tax 50535 Preight..........., 602.62 TOTAL . . . 57.845.97 OwNP.R PROMFp EOUIPTvTENT TO B~9`m ~ULL PRIpR T~7-nPMENT. F.QU[PMENT TO BfiSWPGD DiRECT TO QWNGR/lOBSITE LIIJE TI'IIN OP770NN ( HOOD INSTALLAT'ION: ff so desircd provide n Lictnscd HVAC compmy to in.trall the hood, weld in placc thc rear cxit suol gcue duct risor, set the exhauvt fan curb & fan on rcer wnll, ground mount mnkn ap Air unit end run ducting to supply plenum o0 ftont of h0od. ALso iuclude enlarging (2) cxisting wail perforations for ncw duct work. NO'1'$: i1iry, electrlcal ipJumbrng hookups ojalr unrls, or ldtchen equrpmeM and av bdtmerng, tf rayuired, mustbeprovlduibyotberr. FOR A COST OC 5,8W.00 +Tax de Pormit AUG-09-2006(INED) 09:39 P. e2s 'Vs Zul 18 2006 9:27FM H MRTTER OF SFFETY 7208907216 p..2 Page 2 pIRC SYSTEM To bc providcd Rtid inttalled by Simplex Gri.noell, Inc., a CeKitied Ansul System Divtributar. FIRE WRAP A Matter of Safery, LLC, propoaos w provido and install. UL approved cxhaust duct wrnpping W prouct tho top of (1) fi'L X 4'D kitehen hoad, roar exit exhnust duct riscr to also be prolated inw the wall pcnchation. Udliu atainless banding ond ar eup pins to socuro metarial w hood and duct per mmufucturer'y specificnUOny. Utiliza F'veMoster's Foa[ Wrap+, or FyreWrap £2 1.5 single layee, 21u. ramd systeme, Note: Genernl contmctor/ Owner are rcsponsibic for nll work ip plaee. EOR A COST OF . $749.00 Price to includc an Inspection by the laal authoriry havingjurisdiction. Applicable tuxa arc edeulated on acNSl mazerial usad ut rnd of projea. 7'ERMS: Paytneut Ib full upon onler of kitchen equipmcut whleb will be shipped dirwt fo Owpcr. 50%a dcposil to evbcootracfon zt start of projcct, balanea dac upon completloo ot inalollutiou, Ifyou 6ave questione or wncems, pkuse contaa us immediately. Thmk You, / p , ^ o~ Accap ed Sy: Date 66-b~.~lJ gob WelfG Vlhir biJ i[ OCKplAble, pleyt dgn md nlum fux lo: (RO) E90-7216 Application Date: Permit No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 303-403-5900 Office • 303-940-0350 Fax • www.wrfire.org Co ra r nfor na ion ' e nfo ma n Name: Address: ~ A ent.L~~ - G _ rn a 9 • Address: ?-G 4 Business: X Contact: '4r)''~~sr/ GG~- ra Phone: Phone: ~ I attesc the above information to be accurate. I have received and reviewed the Inspec[ion Compliance and the Fee Schedule. Thfs permit is the ~ rn property of the Wheat Ridge Fire Protectlon District and is issued subject ta conditions conWined herein. Upon any failure of any wndition inNuding failure of clearance of any permk paymant, this permit is subject to immediate revocatlon and the permit must be retumed upon demand m a represemtative of the Wheat Ridge Fre Protection District. Signature of Applicant: NOTICE: If construction is started prior to the issuance of a permit, INSPECTION BY FIRE PROTECTION DISTRICT REQUIRED? / PosY tliis permX in a ronspicvousp/acr• Request requlred inspechons a minimum times the normal fee will be assessed• %ig ❑ No days in ad✓anre at 303403-5902. IYPE OF PERMIT schedule FORMUL PEES Tank Inspection No. of Tanks= Review Alarm System Plans Review Sprinkler System Plans stem Plans S w Misc R i * System Value= System Value= System Value= ~ Date Paid y . ev e Plans w 8uildin i R Valuatlon= A"rt• Pa'd g ev e or Use Plans l Handlin i S Valuation= Meth°d g pec a TOTAL FEES DUE Initials 0 Total Bldg. 2h(beration ❑ New ❑ Partial RL-6tFfer:, Hydrostatic Tests and Dates: ~ F1 X rn v 0 "1 m A ~ 1-1 0 Z v ~ Comments: rr a Jiro~ ~ X FiRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIf. F,y ❑ APP VED AS SUBMITTED A lpo f LLY APPR ED (S e pfents.) BY ~ v / TITLE~' Jir fx-.c DATE TYPE OF PERMIT FORMUl.l1(see fee schedule sheet) PEES Site Assessment (Re-Submittal) No. of Sites Plan Revision (Re-Insped) No. of Hours After hours inspection 2 Hours + No. of Hours TOTAL FEES DUE FINAL APPROVAL jDate Paid t. Paid ethod nitials '0 m X 3 H ~ BY TITLE DATE FOR--L+t- 1-IN1E DATE ~ M OF EX7ENSION N E PHC11~--~ ~ncoo~ v Fax T~Mt~_ UM8EF1 a A. . . FNO~ ~ nP