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Home My WebLink About205 S Mill Land Use Application_WirelessLAND USE APPLICATION Project Name and Address: Verizon Wireless "CO3 Aspen" 205 S Mills St Parcel ID #(REQUIRED) 273707338004 APPLICANT: Name: CSAi c/o Ashley Christensen on behalf of Verizon Wireless Address: 5935 S Zang St. STE 280, Littleton CO 80127 Phone #: 720-544-1848 email: achristensen@csainet.com REPRESENTIVATIVE: Name: CSAi c/o Ashley Christensen Address: 5935 S Zang St. STE 280, Littleton CO 80127 Phone#: 720-544-1848 email: achristensen@csainet.com Description: Existing and Proposed Conditions Verizon Wireless is proposing a site modification to their existing facility at the above referenced address. Scope of work includes removal of all existing omni antennas from existing ballast antenna frames and antenna mounts. Install (1) new antenna to one of the existing rooftop ballast antenna frames. Install (2) remote radio heads, (1) relocated radio head and (1) new over voltage protector below new antenna on the ballast frame. Relocate existing equipment to (2) new equipment cabinets on a new rooftop steel platform. New rooftop access ladder mounted to the S side of the building in the alleyway. Review: Administrative or Board Review Administrative Required Land Use Review(s): Administrative Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ ✓ Pre -Application Conference Summary ✓ Signed Fee Agreement ✓ HOA Compliance form F7AII items listed in checklist on PreApplication Conference Summary Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Address of Property: 205 S Mills St Please type or print in all caps Mill St Plaza Associates Property Owner Name: Representative Name (if different from Property Billing Name and Address - Send Bills to: 5935 S Zang St. STE 280 Littleton CO 80127 Contact info for billing: e-mail: achristensen@csainet.com CSAi c/o Ashley Christensen hone: 720-544-1848 I understand that the City has adopted, via Ordinance No. 20, Series of 2020, review fees for Land Use applications, and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner, I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $ 1,300 flat fee for 4 hours of billable hours of staff time flat fee for $. flat fee for $. flat fee for For deposit cases only: The City and I understand that because of the size, nature, or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration unless invoices are paid in full. The City and I understand and agree that invoices sent by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy, including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for processing my application at the hourly rates hereinafter stated. 1300 4 $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Phillip Supino, AICP Community Development Director City Use: Fees Due: $ Received $ Case # Signature: PRINT Name: Ashley Christensen Title: Site Acquisition Manager ADDRESS: PERMIT NUMBER: COMMUNITY DEVELOPMENT DEPARTMENT HOMEOWNER ASSOCIATION COMPLIANCE FORM CITY OFASI All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the property owner or attorney representing the property owner. The following certification shall accompany the application for a permit. ADDRESS 205 S. M i l l l Street UNIT # 110A PARCEL ID M R0014 34 I, the property owner, certify as follows: (pick one) J1 This property is not subject to a homeowners association or other form of private covenant. ❑ This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. ❑ This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit have been approved by the homeowners association or covenant beneficiary. understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning, or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner Signature _ ( , Owner Printed Name Tony Mazza OR Owner's Attorney Signature Owner's Attorney Printed Name Date 5117123 Date CITY OF ASPEN November2022 427 RIO GRANDE PLI ASPEN CO 81611 PRE-APPLICATION CONFERENCE SUMMARY DATE: September 23, 2022 PLANNER: Natalie Feinberg Lopez, natalie.feinberglopez@aspen.gov REPRESENTATIVE: Ashley Christensen, achristensen@csainet.com PROJECT LOCATION: 205 S. Mill Street REQUEST: Wireless Telecommunication Services – Administrative Review DESCRIPTION: 205 S. Mill Street is a commercial property in the Commercial Core (CC) Historic Zone District. This is a non-contributing structure in the historic district. The applicant proposes modifications to existing wireless telecommunications equipment with the following description: Removal of 10 omni antennas and 1 antenna ballast frame; Relocation of 1 existing ballast frame with a new canister antenna, 3 remote radio heads, and 1 voltage protector; Replacement of equipment in the Verizon equipment room inside the building. Modifications and upgrades to existing wireless telecommunication equipment is considered an “eligible facility” request. Eligible facilities are subject to administrative review and a 60-day shot clock from the date a complete application is submitted. Public notice is not required until approval has been completed. Four issues will be evaluated as part of this review: 1. Compliance with design guidelines and other requirements for wireless communications facilities 2. Compliance with Commercial Design Guidelines pertaining to the Commercial Core Historic District for issuance of a Certificate of No Negative Effect. 3. Eligible for an exemption to ESA Mountain View Plane review. On initial review, staff believes that the proposed site qualifies for exemption, but this will be confirmed during the formal review. 4. Meeting the criteria for issuance of building and electrical permits for the proposed project. A building permit will be required to be submitted simultaneous to the Land Use Application (attached). RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.412 Commercial Design Review 26.415. Historic Preservation – No Negative Effect 26.435 Environmentally Sensitive Areas (ESA) – Mountain View Planes 26.505 Wireless Telecommunications Services Facilities and Equipment 26.710.140 Commercial Core Zone District (CC) For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code Commercial Design Standards Review by: Staff for completeness, Community Development Director for approval. Public Hearing: No, administrative level review. Referrals: No. Planning Fees: $1,300 for 4 billable hours of staff time. (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) Referral Agencies Fee: $0. Total Deposit: $1,300 (Land Use). Building Permit fees will be calculated at the time of submittal. APPLICATION CHECKLIST: Below is a list of submittal requirements for this administrative level review. Please email the entire application as one pdf to Natalie.Feinberglopez@aspen.gov. The fee will be requested after the application is determined to be complete.  Completed Land Use Application and signed Fee Agreement.  Pre-application Conference Summary (this document).  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  Letter from property owner providing consent to the application.  HOA Compliance form (attached to application – link above).  Provision of project specific submissions as outlined in the Land Use Application.  Building and Electrical Permit Forms (see attached) – so that the land use and permit review can happen in parallel fashion and importantly meet the 90-day shot clock requirements for complete review.  NIER report or equivalent, stamped by a Colorado Licensed Engineer, that includes the following information: identifies and describes the specific RF emitting equipment and presents in tabular and graphic form the RF type, extent, and power that is emitted from the facility specific equipment and in relation to FCC rules related to maximum permissible exposure (MPE). Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Page | 1 5935 South Zang Street Suite 280 Littleton CO 80127 O: 303.932.9974 Project Narrative Verizon project info: CO3 Aspen, 205 S Mill St, Aspen, CO 81611 Landowner: Mill Street Plaza Associates, Kym Ryan Developer: Verizon Wireless 10000 E Park Meadows Drive Suite 300, Lone Tree, CO Applicant: Ashley Christensen/CSAi, 5935 S Zang St Suite 280, Littleton, CO 80127 Legal Description: Subdivision: CITY AND TOWNSITE OF ASPEN Block: 81 Lot: D AND:- Lot: Thru I Parcel: 273707338004 Current Zoning: CC – Commercial Core Project description: Verizon Wireless is proposing a site modification to their existing facility at the above referenced address. Scope of work includes removal of all existing omni antennas from existing ballast antenna frames and antenna mounts. Install (1) new antenna to one of the existing rooftop ballast antenna frames. Install (2) remote radio heads, (1) relocated radio head and (1) new over voltage protector below new antenna on the ballast frame. Relocate existing equipment to (2) new equipment cabinets on a new rooftop steel platform. New rooftop access ladder mounted to the S side of the building in the alleyway. Purpose of the modification: The site currently consists of (8) 3’H omni antennas mounted to the building façade and (2) rooftop ballast frames. This new canister antenna is required to upgrade the existing communications system that is outdated in terms of data bandwidth capacity and coverage. Additionally, at the request of the property owner, Verizon will be relocating existing equipment to (2) new rooftop equipment cabinets. To ensure that adequate and uninterrupted service is maintained at all times per their License Agreement with the Federal Communications Commission (FCC). These upgrades are critical for the facility to continue operating as intended to service the local network. Visual impacts: Due to the locations of the antenna frame and new equipment cabinets situated on the roof, there will be minimal visual impacts to the current site. From ground level the new antenna on the existing ballast frame will not be visible along Hopkins Ave, Mill St. or the alleyway. The new equipment cabinet will be non-reflective and in similar color to the existing rooftop mounted equipment on the building. Page | 2 5935 South Zang Street Suite 280 Littleton CO 80127 O: 303.932.9974 F: 303.932.6561 The Proposed Modification Does Not Constitute a “Substantial Change” Below are the FCC’s six “substantial change” thresholds for a base station not in the right-of-way, each followed by an explanation that the proposed modification does not exceed that threshold. 1) It increases the height of the structure by more than 10% or more than ten feet, whichever is greater. No increase of height proposed. Top of the existing omni antennas that are to be removed are at 48’-0”. New equipment will be at 44’-2” 2) It involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet. New canister antenna will not protrude the ballast frame of which it will be affixed 3) It involves the installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four. (2) new equipment cabinets to be installed on existing building rooftop. Not to exceed (4). 4) It entails any excavation or deployment outside the current site (as defined at 47 C.F.R. § 1.6100(b)(6)). N/A – no excavation or deployment outside of the current rooftop mounted facility. 5) Would defeat any concealment elements of the existing facility. No concealment elements are in place for the existing facility. New antenna canister will be colored to match the existing omni antennas (that are being removed). New equipment cabinets will be a non-reflective finish that will be in similar color to the existing rooftop mounted equipment. 6) Does not comply with conditions associated with the prior approval of the existing facility, unless the non- compliance is due only to a change in height, width, etc., that does not exceed the first four thresholds. There are no prior conditions of approval that would render the modification to be non-compliant, aside from any conditions that would be preempted by the first four “substantial change” thresholds. L May 9, 2023 City of Aspen Community Development 427 Rio Grande Place Aspen, CO 81611 Site: Verizon Wireless "CO3 Aspen" 205 S Mill St. Aspen CO 81611 Mill Street Plaza Associates, LLC. hereby authorizes CSAi c/o Ashley Christensen to file any required land use and building permit applications to modify the existing Verizon Wireless telecommunications facility located at 205 S Mill St., Aspen CO 81611. Name and Ti VY M page I1 5935 South Zang Street Suite 280 Littleton CO 80127 O: 303.932.9974 TITLE REPORT Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 1 CO-CW -FFAH-01610.114144-HS0815255 SCHEDULE A Title Report No.:460-HS0815255-414 1.Effective Date:March 6, 2023 at 12:00 AM 2. The estate or interest in the land described or referred to in this Title Report is: Fee Simple 3. Title to the estate or interest in the land is at the Effective Date vested in: Mill Street Plaza Associates, LLC, a Colorado Limited Liability Company 4. The land referred to in this Title Report is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF (for informational purposes only) 205 S Mill St, Aspen, CO 81611-1977 EXHIBIT "A" Legal Description Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 2 CO-CW -FFAH-01610.114144-HS0815255 Lots D, E, F, G, H and I, Block 81, City and Townsite of Aspen, County of Pitkin, State of Colorado SCHEDULE B Exceptions Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 3 CO-CW -FFAH-01610.114144-HS0815255 1.Terms, conditions, provisions, agreements and obligations contained in the Notice of Historic Designation as set forth below: Recording Date: January 13, 1975 Recording No:172512 2.Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Mountain State Telephone and Telegraph Company Purpose: Utilities Recording Date: October 26, 1976 Recording No:188269 3.Terms, conditions, provisions, agreements and obligations contained in the Agreement as set forth below: Recording Date: February 22, 1980 Recording No:222084 4.Terms, conditions, provisions, agreements and obligations contained in the Agreement as set forth below: Recording Date: February 22, 1980 Recording No:222085 5.Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Mountain State Telephone and Telegraph Company Purpose: Utilities Recording Date: April 8, 1982 Recording No:240497 6.Covenants, conditions, restrictions and lien rights but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, and any and all amendments thereto, as set forth in the document Recording Date: December 21, 1983 Recording No:255871 7.Terms, conditions, provisions, agreements and obligations contained in the Memorandum of Lease as set forth below: Recording Date: August 23, 1991 Recording No:335807 Re-Recording Date: Septemeber 3, 1991 Re-Recording No: 336146 First Amendment to Memorandum of Lease Recording Date: May 9, 2012 SCHEDULE B Exceptions (continued) Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 4 CO-CW -FFAH-01610.114144-HS0815255 Recording No: 588891 8.Terms, conditions, provisions, agreements and obligations contained in the Memorandum of Lease as set forth below: Recording Date: April 21, 1997 Recording No:403599 9.A deed of trust to secure an indebtedness in the amount shown below, Amount: $12,000,000.00 Dated: December 1, 2006 Trustor/Grantor: Mill Street Plaza Associates, LLC, a Colorado Limited Liability Company Trustee: Pitkin Beneficiary: LaSalle Bank National Association Recording Date: December 1, 2006 Recording No.: 531727 10.Assignment of Rents and Leases Assigned to: LaSalle Bank National Association Assigned by: Mill Street Plaza Associates, LLC Recording Date: December 1, 2006 Recording No:531728 11.An agreement recorded December 4, 2006 at 531766 which states that this instrument was subordinated to the document or interest described in the instrument Recording Date: December 1, 2006 Recording No: 531727 12.A deed of trust to secure an indebtedness in the amount shown below, Amount: $14,100,000.00 Dated: September 29, 2016 Trustor/Grantor: Mill Street Plaza Associates, LLC, a Colorado Limited Liability Company Trustee: Pitkin Beneficiary: Bank of Colorado Recording Date: September 30, 2016 Recording No.: 632626 13.Assignment of Rents and Leases Assigned to: Bank of Colorado Assigned by: Mill Street Plaza Associates, LLC Recording Date: September 30, 2016 Recording No:632627 14.Terms, conditions, provisions, agreements and obligations contained in the Administrative Determination as set forth below: SCHEDULE B Exceptions (continued) Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 5 CO-CW -FFAH-01610.114144-HS0815255 Recording Date: October 23, 2018 Recording No:651374 15.Terms, conditions, provisions, agreements and obligations contained in the Administrative Determination as set forth below: Recording Date: July 31, 2019 Recording No:657606 END OF EXCEPTIONS THIS IS A TITLE REPORT ONLY. This is not a commitment to insure. The information set forth herein is based on information supplied to Heritage Title Company - Fort Collins by sources believed to be reliable and is provided for accommodation purposes only. Heritage Title Company - Fort Collins assumes no liability hereunder unless a policy or policies of title insurance are issued by Heritage Title Company - Fort Collins and fully paid for and the insured under said policy or policies and party to whom this report was issued have no knowledge of any defect in title not disclosed. Reliance on the information set forth herein is subject to the issuance of a mortgage and/or owner's policy of title insurance by Heritage Title Company - Fort Collins within six (6) months from the effective date hereof. If a title insurance policy is not issued insuring the property within such time, this title report shall be null and void as of its effective date and shall be deemed to have been furnished for informational purposes only. EXHIBIT "B" Title Report Printed: 03.07.23 @ 02:24 PM by COD1100.doc / Updated: 10.14.21 Page 6 CO-CW -FFAH-01610.114144-HS0815255 LIMITATION LANGUAGE FOR LIMITATION TO AMOUNT OF FEE PAID FOR SEARCH YOU EXPRESSLY AGREE AND ACKNOWLEDGE THAT IT IS EXTREMELY DIFFICULT, IF NOT IMPOSSIBLE, TO DETERMINE THE EXTENT OF LOSS WHICH COULD ARISE FROM ERRORS OR OMISSIONS IN, OR THE COMPANY’S NEGLIGENCE IN PRODUCING, THE REPORT. YOU RECOGNIZE THAT THE FEE CHARGED IS NOMINAL IN RELATION TO THE POTENTIAL LIABILITY WHICH COULD ARISE FROM SUCH ERRORS OR OMISSIONS OR NEGLIGENCE. THEREFORE, YOU UNDERSTAND THAT THE COMPANY WAS NOT WILLING TO PROCEED IN THE PREPARATION AND ISSUANCE OF THE REQUESTED REPORT BUT FOR YOUR AGREEMENT THAT THE COMPANY’S LIABILITY IS STRICTLY LIMITED. YOU AGREE THAT MATTERS AFFECTING TITLE BUT WHICH DO NOT APPEAR AS A LIEN OR ENCUMBRANCE AS DEFINED IN THE CUSTOMER AGREEMENT OR APPLICATION ARE OUTSIDE THE SCOPE OF THE REPORT. YOU AGREE, AS PART OF THE CONSIDERATION FOR THE ISSUANCE OF THIS REPORT AND TO THE FULLEST EXTENT PERMITTED BY LAW, TO LIMIT THE LIABILITY OF THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS, OR ANY OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS FOR ANY AND ALL CLAIMS, LIABILITIES, CAUSES OF ACTION, LOSSES, COSTS, DAMAGES AND EXPENSES OF ANY NATURE WHATSOEVER, INCLUDING ATTORNEY’S FEES, HOWEVER ALLEGED OR ARISING INCLUDING BUT NOT LIMITED TO THOSE ARISING FROM BREACH OF CONTRACT, NEGLIGENCE, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF WARRANTY, EQUITY, THE COMMON LAW, STATUTE, OR ANY OTHER THEORY OF RECOVERY OR FROM ANY PERSON’S USE, MISUSE, OR INABILITY TO USE THE REPORT, SO THAT THE TOTAL AGGREGATE LIABILITY OF THE COMPANY, ITS EMPLOYEES, AGENTS AND SUBCONTRACTORS SHALL NOT EXCEED THE COMPANY’S TOTAL FEE FOR THIS REPORT. YOU AGREE THAT THE FOREGOING LIMITATION ON LIABILITY IS A TERM MATERIAL TO THE PRICE YOU ARE PAYING WHICH PRICE IS LOWER THAN WOULD OTHERWISE BE OFFERED TO YOU WITHOUT SAID TERM. YOU RECOGNIZE THAT THE COMPANY WOULD NOT ISSUE THIS REPORT, BUT FOR YOUR AGREEMENT, AS PART OF THE CONSIDERATION GIVEN FOR THIS REPORT, TO THE FOREGOING LIMITATION OF LIABILITY AND THAT ANY SUCH LIABILITY IS CONDITIONED AND PREDICATED UPON THE FULL AND TIMELY PAYMENT OF THE COMPANY’S INVOICE FOR THIS REPORT. THIS REPORT IS LIMITED IN SCOPE AND IS NOT AN ABSTRACT OF TITLE, TITLE OPINION, PRELIMINARY TITLE REPORT, TITLE REPORT, COMMITMENT TO ISSUE TITLE INSURANCE, OR A TITLE POLICY, AND SHOULD NOT BE RELIED UPON AS SUCH. IN PROVIDING THIS REPORT, THE COMPANY IS NOT ACTING AS AN ABSTRACTOR OF TITLE. THIS REPORT DOES NOT PROVIDE OR OFFER ANY TITLE INSURANCE, LIABILITY COVERAGE OR ERRORS AND OMISSIONS COVERAGE. THIS REPORT IS NOT TO BE RELIED UPON AS A REPRESENTATION OF THE STATUS OF TITLE TO THE PROPERTY. THE COMPANY MAKES NO REPRESENTATIONS AS TO THE REPORT’S ACCURACY, DISCLAIMS ANY WARRANTIES AS TO THE REPORT, ASSUMES NO DUTIES TO YOU, DOES NOT INTEND FOR YOU TO RELY ON THE REPORT, AND ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY REASON OF RELIANCE ON THIS REPORT OR OTHERWISE. IF YOU DO NOT WISH TO LIMIT LIABILITY AS STATED HEREIN AND YOU DESIRE THAT ADDITIONAL LIABILITY BE ASSUMED BY THE COMPANY, YOU MAY REQUEST AND PURCHASE A POLICY OF TITLE INSURANCE, A BINDER, OR A COMMITMENT TO ISSUE A POLICY OF TITLE INSURANCE. NO ASSURANCE IS GIVEN AS TO THE INSURABILITY OF THE TITLE OR STATUS OF TITLE. YOU EXPRESSLY AGREE AND ACKNOWLEDGE THAT YOU HAVE AN INDEPENDENT DUTY TO ENSURE AND/OR RESEARCH THE ACCURACY OF ANY INFORMATION OBTAINED FROM THE COMPANY OR ANY PRODUCTS OR SERVICES PURCHASED. NO THIRD PARTY IS PERMITTED TO USE OR RELY UPON THE INFORMATION SET FORTH IN THIS REPORT, AND NO LIABILITY TO ANY THIRD PARTY IS UNDERTAKEN BY THE COMPANY. YOU AGREE THAT, TO THE FULLEST EXTENT PERMITTED BY LAW, IN NO EVENT WILL THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS, OR EXHIBIT "B" (continued) Title Report Printed: 03.07.23 @ 02:23 PM by COD1100.doc / Updated: 10.14.21 Page 7 CO-CW -FFAH-01610.114144-HS0815255 ANY OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS BE LIABLE FOR CONSEQUENTIAL, INCIDENTAL, INDIRECT, PUNITIVE, EXEMPLARY, OR SPECIAL DAMAGES, OR LOSS OF PROFITS, REVENUE, INCOME, SAVINGS, DATA, BUSINESS, OPPORTUNITY, OR GOODWILL, PAIN AND SUFFERING, EMOTIONAL DISTRESS, NON-OPERATION OR INCREASED EXPENSE OF OPERATION, BUSINESS INTERRUPTION OR DELAY, COST OF CAPITAL, OR COST OF REPLACEMENT PRODUCTS OR SERVICES, REGARDLESS OF WHETHER SUCH LIABILITY IS BASED ON BREACH OF CONTRACT, TORT, NEGLIGENCE, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE, STRICT LIABILITY, BREACH OF WARRANTIES, FAILURE OF ESSENTIAL PURPOSE, OR OTHERWISE AND WHETHER CAUSED BY NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, BREACH OF WARRANTY, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE OR ANY OTHER CAUSES WHATSOEVER, AND EVEN IF THE COMPANY HAS BEEN ADVISED OF THE LIKELIHOOD OF SUCH DAMAGES OR KNEW OR SHOULD HAVE KNOWN OF THE POSSIBILITY FOR SUCH DAMAGES. THESE LIMITATIONS WILL SURVIVE THE CONTRACT. Title Report Printed: 03.07.23 @ 02:24 PM by COD1100.doc / Updated: 10.14.21 Page 8 CO-CW -FFAH-01610.114144-HS0815255 LIMITATIONS OF LIABILITY APPLICANT EXPRESSLY AGREES AND ACKNOWLEDGES THAT IT IS EXTREMELY DIFFICULT, IF NOT IMPOSSIBLE, TO DETERMINE THE EXTENT OF LOSS WHICH COULD ARISE FROM ERRORS OR OMISSIONS IN, OR THE COMPANY’S NEGLIGENCE IN PRODUCING, THE REPORT. APPLICANT RECOGNIZES THAT THE FEE CHARGED IS NOMINAL IN RELATION TO THE POTENTIAL LIABILITY WHICH COULD ARISE FROM SUCH ERRORS OR OMISSIONS OR NEGLIGENCE. THEREFORE, APPLICANT UNDERSTANDS THAT THE COMPANY IS NOT WILLING TO PROCEED IN THE PREPARATION AND ISSUANCE OF THE REQUESTED REPORT UNLESS THE COMPANY’S LIABILITY IS STRICTLY LIMITED. APPLICANT AGREES WITH THE PROPRIETY OF SUCH LIMITATION AND AGREES TO BE BOUND BY ITS TERMS. THE LIMITATIONS ARE AS FOLLOWS AND THE LIMITATIONS WILL SURVIVE THE CONTRACT: MATTERS AFFECTING TITLE BUT WHICH DO NOT APPEAR AS A LIEN OR ENCUMBRANCE, AS DEFINED ABOVE, AMONG THE TITLE INSTRUMENTS ARE OUTSIDE THE SCOPE OF THE REPORT. APPLICANT AGREES, AS PART OF THE CONSIDERATION FOR THE ISSUANCE OF THE REPORT AND TO THE FULLEST EXTENT PERMITTED BY LAW, TO LIMIT THE LIABILITY OF THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS, OR ANY OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS FOR ANY AND ALL CLAIMS, LIABILITIES, CAUSES OF ACTION, LOSSES, COSTS, DAMAGES AND EXPENSES OF ANY NATURE WHATSOEVER, INCLUDING ATTORNEY’S FEES, HOWEVER ALLEGED OR ARISING INCLUDING BUT NOT LIMITED TO THOSE ARISING FROM BREACH OF CONTRACT, NEGLIGENCE, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF WARRANTY, EQUITY, THE COMMON LAW, STATUTE, OR ANY OTHER THEORY OF RECOVERY, OR FROM ANY PERSON’S USE, MISUSE, OR INABILITY TO USE THE REPORT OR ANY OF THE MATERIALS CONTAINED THEREIN OR PRODUCED,SO THAT THE TOTAL AGGREGATE LIABILITY OF THE COMPANY AND ITS, AGENTS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS SHALL NOT IN ANY EVENT EXCEED THE COMPANY’S TOTAL FEE FOR THE REPORT. APPLICANT AGREES THAT THE FOREGOING LIMITATION ON LIABILITY IS A TERM MATERIAL TO THE PRICE THE APPLICANT IS PAYING WHICH PRICE IS LOWER THAN WOULD OTHERWISE BE OFFERED TO THE APPLICANT WITHOUT SAID TERM. APPLICANT RECOGNIZES THAT THE COMPANY WOULD NOT ISSUE THE REPORT, BUT FOR THIS CUSTOMER AGREEMENT, AS PART OF THE CONSIDERATION GIVEN FOR THE REPORT, TO THE FOREGOING LIMITATION OF LIABILITY AND THAT ANY SUCH LIABILITY IS CONDITIONED AND PREDICATED UPON THE FULL AND TIMELY PAYMENT OF THE COMPANY’S INVOICE FOR THE REPORT. THE REPORT IS LIMITED IN SCOPE AND IS NOT AN ABSTRACT OF TITLE, TITLE OPINION, PRELIMINARY TITLE REPORT, TITLE REPORT, COMMITMENT TO ISSUE TITLE INSURANCE, OR A TITLE POLICY, AND SHOULD NOT BE RELIED UPON AS SUCH. THE REPORT DOES NOT PROVIDE OR OFFER ANY TITLE INSURANCE, LIABILITY COVERAGE OR ERRORS AND OMISSIONS COVERAGE. THE REPORT IS NOT TO BE RELIED UPON AS A REPRESENTATION OF THE STATUS OF TITLE TO THE PROPERTY. THE COMPANY MAKES NO REPRESENTATIONS AS TO THE REPORT’S ACCURACY, DISCLAIMS ANY WARRANTIES AS TO THE REPORT, ASSUMES NO DUTIES TO APPLICANT, DOES NOT INTEND FOR APPLICANT TO RELY ON THE REPORT, AND ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY REASON OF RELIANCE ON THE REPORT OR OTHERWISE. IF APPLICANT DOES NOT WISH TO LIMIT LIABILITY AS STATED HEREIN AND APPLICANT DESIRES THAT ADDITIONAL LIABILITY BE ASSUMED BY THE COMPANY, APPLICANT MAY REQUEST AND PURCHASE A POLICY OF TITLE INSURANCE, A BINDER, OR A COMMITMENT TO ISSUE A POLICY OF TITLE INSURANCE. NO ASSURANCE IS GIVEN AS TO THE INSURABILITY OF THE TITLE OR STATUS OF TITLE. APPLICANT EXPRESSLY AGREES AND ACKNOWLEDGES IT HAS AN INDEPENDENT DUTY TO ENSURE AND/OR RESEARCH THE ACCURACY OF ANY INFORMATION OBTAINED FROM THE COMPANY OR ANY PRODUCTS OR SERVICES PURCHASED. LIMITATIONS OF LIABILITY (continued) Title Report Printed: 03.07.23 @ 02:24 PM by COD1100.doc / Updated: 10.14.21 Page 9 CO-CW -FFAH-01610.114144-HS0815255 NO THIRD PARTY IS PERMITTED TO USE OR RELY UPON THE INFORMATION SET FORTH IN THE REPORT, AND NO LIABILITY TO ANY THIRD PARTY IS UNDERTAKEN BY THE COMPANY. APPLICANT AGREES THAT, TO THE FULLEST EXTENT PERMITTED BY LAW, IN NO EVENT WILL THE COMPANY, ITS LICENSORS, AGENTS, SUPPLIERS, RESELLERS, SERVICE PROVIDERS, CONTENT PROVIDERS, OR ANY OTHER SUBSCRIBERS OR SUPPLIERS, SUBSIDIARIES, AFFILIATES, EMPLOYEES, AND SUBCONTRACTORS BE LIABLE FOR CONSEQUENTIAL, INCIDENTAL, INDIRECT, PUNITIVE, EXEMPLARY, OR SPECIAL DAMAGES, OR LOSS OF PROFITS, REVENUE, INCOME, SAVINGS, DATA, BUSINESS, OPPORTUNITY, OR GOODWILL, PAIN AND SUFFERING, EMOTIONAL DISTRESS, NON-OPERATION OR INCREASED EXPENSE OF OPERATION, BUSINESS INTERRUPTION OR DELAY, COST OF CAPITAL, OR COST OF REPLACEMENT PRODUCTS OR SERVICES, REGARDLESS OF WHETHER SUCH LIABILITY IS BASED ON BREACH OF CONTRACT, TORT, NEGLIGENCE, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE, STRICT LIABILITY, BREACH OF WARRANTIES, FAILURE OF ESSENTIAL PURPOSE, OR OTHERWISE AND WHETHER CAUSED BY NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, BREACH OF WARRANTY, THE COMPANY’S OWN FAULT AND/OR NEGLIGENCE OR ANY OTHER CAUSES WHATSOEVER, AND EVEN IF THE COMPANY HAS BEEN ADVISED OF THE LIKELIHOOD OF SUCH DAMAGES OR KNEW OR SHOULD HAVE KNOWN OF THE POSSIBILITY FOR SUCH DAMAGES. VIEW 1 - LOOKING SOUTH CO3 ASPEN VIEW 1 - LOOKING SOUTH CO3 ASPEN VIEW 2 - LOOKING WEST CO3 ASPEN VIEW 2 - LOOKING WEST CO3 ASPEN DRAWING INDEX SHEET DESCRIPTION T1.00 TITLE SHEET T1.10 PROJECT PHOTOS G1.00 GENERAL NOTES G1.10 BATTERY HAZMAT REVIEW A1.00 SITE PLAN A1.10 ENLARGED ROOF PLAN & HYBRID CABLE DIAGRAM A1.20 EME SITE PLAN, SIGNAGE AND DETAILS A2.00 DEMO EQUIPMENT ROOM FLOOR PLAN A2.10 NEW EQUIPMENT PLATFORM FLOOR PLAN A2.20 ANTENNA DEMO PLAN A2.30 NEW ANTENNA PLAN A3.00 EXISTING SOUTH WEST ELEVATION A3.10 EXISTING SOUTH EAST ELEVATION A3.20 NEW SOUTH WEST ELEVATION A3.30 NEW SOUTH EAST ELEVATION A4.00 DETAILS A4.01 DETAILS S1.00 STRUCTURAL NOTES S2.00 PARTIAL ROOF FRAMING PLAN S2.10 NEW PLATFORM FRAMING PLAN S3.00 NEW PLATFORM SECTION S4.00 DETAILS E1.00 ELECTRICAL NOTES & SYMBOLS E2.00 ELECTRICAL SITE PLAN E3.00 PANEL SCHEDULE & ONE LINE DIAGRAM E4.00 GROUNDING PLAN & DETAILS E5.00 GROUNDING SCHEMATIC VICINITY MAPPHOTOSIMULATION MILL STREET PLAZA ASSOCIATES, LLC. C/O M&W PROPERTIES ATTN: DEBBIE ROBERTS 602 EAST COPPER AVE. SUITE 202 ASPEN, CO 81611 PHONE: 970.925.8032 OWNER CONTRACTOR PMI REQUIREMENTS VzW APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS VzW LOCATION CODE (PSLC) MOUNT MODIFICATION REQUIRED BATTERY UPGRADE DATA BATTERY UPGRADE REQUIRED STRUCTURAL LOADING REQUIRED NOTES ATTACHMENTS EME COMPLIANCE EXISTING POSTING COMPLIANT BY DATE UPGRADES NEEDED BY DATE 120013 T.B.D. BATTERY WEIGHT EQUIVALENT N/A RE: G1.10 & A2.00 N/AYES NO NO YES UNKNOWN 09/09/22 OTHERS CENTERLINE NOTE: DRAWINGS PREPARED PER RFDS PROVIDED BY VERIZON WIRELESS 09/22/22 HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW SITE NAME: PROJECT SITE ADDRESS: SITE I.D.#: SMR -AWS3 SECTORIZATION MAY 02 2023 LOCATION #: PROJECT #: T1.00 TITLE SHEET CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP CO3 ASPEN 205 SOUTH MILL ST. #110 ASPEN, CO 81611 185 5000122921 2059740 DIRECTIONS PROJECT DATA NNOT TO SCALE SITE FROM DENVER • I-70 WEST TOWARD GRAND JUNCTION • EXIT 116 FOR CO-82 E TOWARD GLENWOOD SPRINGS/ASPEN • RIGHT ONTO CO-82 E • RIGHT ONTO 6TH ST. • RIGHT ONTO GRAND AVE/CO-82 • RIGHT ONTO S. MILL ST. • SITE IS LOCATED ON THE RIGHT • REMOVE AND REPLACE (7) EXISTING OMNI ANTENNAS WITH (1) NEW VERIZON WIRELESS ANTENNA • REMOVE (1) AND RELOCATE (1) EXISTING BALLASTED ANTENNA FRAMES • REMOVE EXISTING 6x12 HYBRID CABLE AND COAX • ADD NEW ROOFTOP CABLE TRAY • REMOVE EQUIPMENT IN EQUIPMENT ROOM IN BASEMENT • ADD NEW STEEL FRAME W/ NEW EXTERIOR EQUIPMENT CABINETS ON ROOF • NEW ELECTRICAL/FIBER ROUTE TO NEW EQUIPMENT ON ROOF • REMOVE & REPLACE EQUIPMENT IN UTILITY AREA PROJECT DESCRIPTION 82 GOVERNING CODES: A.D.A. COMPLIANCE THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION JURISDICTION CITY OF ASPEN OCCUPANCY GROUP MIXED USE A-2, M, B CONSTRUCTION TYPE II-B NON RATED 1HR FULLY SPRINKLERED N/A NO. STORIES 2 W/ BASEMENT OCCUPANCY GROUP B (ACCESSORY USE) CONSTRUCTION TYPE II-B NON RATED 1HR FULLY SPRINKLERED NO/ ROOFTOP EQUIPMENT NO. STORIES N/A APN 273707338004 ZONING DESIGNATION CC EXISTING BUILDING EXISTING EQUIPMENT ROOM/ NEW CONSTRUCTION 2021 IBC, 2021 IFC, 2021 IMC, 2020 NEC S. MONARCH ST. E. HOPKINS AVE. E. MAIN ST. S. MILL ST. S. GALENA ST. CLIENT VERIZON WIRELESS CONSTRUCTION ENGINEER BRYAN WIDMAN 10000 PARK MEADOWS DR. SUITE 300 LONE TREE, CO 80124 PHONE: 816.519.2202 RF ENGINEER VERIZON WIRELESS BRYAN EICENS 10000 PARK MEADOWS DR. SUITE 300 LONE TREE CO, 80124 CELL: 720.595.1600 OFFICE: 303.873.2704 ARCHITECT CSAi SEAN PENDLETON, NCARB 5935 S. ZANG STREET SUITE 280 LITTLETON, CO 80127 CELL: 303.519.4707 PHONE: 303.932.9974 OTEGUI STRUCTURAL SERVICES,LLC MICHAEL OTEGUI 8842 WEST POWERS PLACE LITTLETON, CO 80123 PHONE: 720.981.5333 STRUCTURAL ATTACHMENTS: TOPOGRAPHIC SURVEY BY: RLF CONSULTING DATED: 03/13/18 STRUCTURAL CALCULATIONS BY: OTEGUI STRUCTURAL SERVICES, LLC. DATED: 04/07/23 STRUCTURAL AMA BY: OTEGUI STRUCTURAL SERVICES, LLC. DATED: 12/01/22 ELECTRICAL GARY CAWTHORNE, PE 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.8104010 SITE ACQUISITIONIST CSAi ASHLEY CHRISTENSEN PHONE: 303.932.9974 CELL: 720.544.1848 A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW T1.10 PROJECT PHOTOS CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -4 BALLASTED ROOFTOP ANTENNA FRAMES & EQUIPMENT -2 PROPOSED LOCATION FOR NEW PLATFORM -3 OMNI ANTENNAS -TO BE REMOVED -1 COAX RISER A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR APR 10 2023 -3 NOT USED GENERAL CONSTRUCTION SOW HYBRID & COAX CABLES DC POWER FIBER ANTENNAS RRH/BBU PENETRATIONS @ AT CENTERLINE ° DEGREES Ø DIAMETER A/C AIR CONDITIONER APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE ALU ALCATEL LUCENT ATS AUTOMATIC TRANSFER SWITCH AWS ADVANCED WIRELESS SYSTEM BBU BASE BAND UNIT BCEM BASE CHANNEL ELEMENT MODULE BLDG. BUILDING B.O. BOTTOM OF CLG. CEILING COL. COLUMN CONC. CONCRETE DBL. DOUBLE DIA. DIAMETER DIM. DIMENSION DISC. DISCONNECT DN. DOWN DWG. DRAWING (E) EXISTING EA. EACH ELEV. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXT. EXTERIOR F.E. FIRE EXTINGUISHER FIN. FINISH FLR. FLOOR FUT. FUTURE GA. GAUGE GALV. GALVANIZED GEN. GENERATOR GPS GLOBAL POSITIONING SYSTEM GWB. GYPSUM WALLBOARD (E) COAX CABLE (E) ELECTRICAL (E) FIBER CABLE (E) TELCO CABLE (E) WATER LINE (E) SANITARY SEWER (E) OVERHEAD ELEC. (E) OVERHEAD UTILITY CHAIN LINK FENCE WOODEN FENCE PROPERTY LINE LEASE LINE EASEMENT 1 X XX.XX XX.XX X SYMBOLS LEGEND X XX.XX X XX.XX ENLARGED VIEW ELEVATION MARKER SPOT ELEVATION SECTION CUT EXTERIOR ELEVATION INTERIOR ELEVATION REVISION NUMBER X OH OHE SS W T FIBER E COAX H.M. HOLLOW METAL HORZ. HORIZONTAL HR. HOUR HT. HEIGHT ILC INTEGRATED LOAD CENTER INT. INTERIOR L.F. LINEAR FEET LTE LIMIT TO EXTEND MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MGB MAIN GROUND BAR MIN. MINIMUM MSDS MATERIAL SAFETY DATA SHEET MTL. METAL MTS MANUAL TRANSFER SWITCH N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER OVP OVER VOLTAGE PROTECTION PCS PERSONAL COMMUNICATIONS SERVICE RAD. RADIUS R.O. ROUGH OPENING RRH REMOTE RADIO HEAD SHTG. SHEATHING SIM. SIMILAR SPEC. SPECIFICATION S.S. STAINLESS STEEL STL. STEEL STRUCT. STRUCTURAL T.C. TEMPERATURE CONTROL TELCO TELECOMMUNICATIONS T.O. TOP OF TYP. TYPICAL U.G. UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL V.I.F. VERIFY IN FIELD W/ WITH NEW WORK COLOR LEGENDNEW WORK COLOR LEGENDNEW WORK COLOR LEGEND ABBREVIATIONS CL -4 ABBREVIATIONS, SYMBOLS AND LEGEND -- UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 WWW.UNCC.ORG 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. THESE DRAWINGS ARE TO SCALE WHEN PLOTTED ON 11X17 SHEET. CALL BEFORE YOU DIG -COLORADO LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE. THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES. UTILITY NOTIFICATION CENTER OF COLORADO -1-800-922-1987 THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS REQUIRED FOR THIS INSTALLATION. THE CONTRACTOR WILL SCHEDULE AND COORDINATE ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. SUBCONTRACTORS SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. REFER TO BID PACKAGE FOR MORE DATA. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/CONSTRUCTION ENGINEER IN WRITING. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S, VENDOR'S, & SPECIFIC CARRIER SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE NOTIFY CONSTRUCTION ENGINEER. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 8. NEW TOWERS ARE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUBCONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF PERMITTED CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. THE FACILITY IS CELLULAR RADIO EQUIPMENT, ANTENNAS, & SUPPORTING UTILITIES. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 13. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. 15. SPECIAL INSPECTION TESTING REQUIRING SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE (IBC) FOR ITEMS NOTED ON S1.00 IF INCLUDED IN CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL BE HIRED BY THE CONTRACTOR & COORDINATION SHALL BE ARRANGED BY THE CONTRACTOR FOR REQUIRED INSPECTIONS. 2 GENERAL CONTRACTOR NOTES 1 GENERAL NOTES HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW APR 10 2023 G1.00 GENERAL NOTES CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR RECTIFIERS CONVERTERS PDF INFORMATION BATTERY SPECIFICATION (DEKA FAHRENHEIT HT200ET) EACH CELL HAS A CAPACITY OF (190) AMP-HOURS AND (12) VOLTS PER CELL (4) CELLS IN THIS OCCUPANCY RESULTING IN (9.12) KILOWATT HOURS CABINET #1 TYPE: GE INFINITY MODEL: DC/24V (0) CONVERTERS (2) SPACES TYPE: GE INFINITY MODEL: AC/48V (6) RECTIFIERS (2) SPACES 1207.4 GENERAL INSTALLATIONS REQUIREMENTS STATIONARY AND MOBILE ESS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 1207.4.1 THROUGH 1207.4.12. 1207.4.2 WORKING CLEARANCES ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT IN ACCORDANCE WITH NFPA 70 AND THE MANUFACTURER'S INSTRUCTION. 1207.4.3 FIRE-RESISTANCE-RATED SEPARATIONS ROOMS AND OTHER INDOOR AREAS CONTAINING ESS SHALL BE SEPARATED FROM OTHER AREAS OF THE BUILDING IN ACCORDANCE WITH SECTION 1207.7.4 ESS SHALL BE PERMITTED TO BE IN THE SAME ROOM WITH THE EQUIPMENT THEY SUPPORT. 1207.4.4 SEISMIC AND STRUCTURAL DESIGN STATIONARY ESS SHALL SHALL COMPLY WITH THE SEISMIC DESIGN REQUIREMENTS IN CHPTER 16 OF THE INTERNATIONAL BUILDING CODE, AND SHALL NOT EXCEED THE FLOOR LOADING OF THE BUILDING. 1207.4.5 VEHICLE IMPACT PROTECTION WHERE ESS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, INCLUDING FORK LIFTS, VEHICLE IMPACT PROTECTION SHALL BE PROTECTED SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 312. 1207.4.6 COMBUSTION STORAGE COMBUSTION MATERIALS SHALL NOT BE STORED IN ESS ROOMS, AREAS OR WALK-IN UNITS. COMBUSTION MATERIALS IN OCCUPIED WORK CENTERS COVERED BY SECTION 1207.4.10 SHALL BE STORED AT LEAST 3 FEET (914 MM) FROM ESS CABINETS. 1207.4.8 SIGNAGE APPROVED SIGNS SHALL BE PROVIDED ON OR ADJACENT TO ALL ENTRY DOORS FOR ESS ROOMS OR REAS AND ON ENCLOSURES OF ESS CABINETS AND WALK IN UNITS LOCATED OUTDOORS, ON ROOFTOPS OR IN OPEN PARKING GARAGES. SIGNS DESIGNATED TO MEET BOTH THE REQUIREMENTS OF THIS TO MEET BOTH THE REQUIREMENTS OF THIS SECTION AND NFPA 70 SHALL BE PERMITTED. THE SIGNAGE SHALL INCLUDE THE FOLLOWING OR EQUIVALENT. 1. "ENERGY STORAGE SYSTEM," "BATTERY STORAGE SYSTEM," " CAPACITOR ENERGY STORAGE SYSTEM" OR THE EQUIVALENT 2. THE IDENTIFICATION OF THE ELECTROCHEMICAL ESS TECHNOLOGY PRESENT 3. "ENERGIZED ELECTRICAL CIRCUITS" 4. WHERE WATER-REACTIVE ELECTROCHEMICAL ESS ARE PRESENT, THE SIGNAGE SHALL INCLUDE "APPLY NO WATER." 5. CURRENT CONTACT INFORMATION, INCLUDING PHONE NUMBER, FOR PERSONAL AUTHORIZED TO SERVICE THE EQUIPMENT AND FOR FIRE MITIGATION PERSONNEL REQUIRED BY SECTION 1207.1.6.1 1207.4.9 SECURITY OF INSTALLATIONS. ROOMS, AREAS AND WALK-IN UNITS IN WHICH ELECTROCHEMICAL ESS ARE LOCATED SHALL BE SECURED AGAINST UNAUTHORIZED ENTRY AND SAFEGUARDED IN AN APPROVED MANNER. SECURITY BARRIERS, FENCES, LANDSCAPING AND OTHER ENCLOSURES SHALL NOT INHIBIT THE REQUIRED AIR FLOW TO OR EXHAUST FROM THE ELECTROCHEMICAL ESS AND ITS COMPONENTS 1207.4.11 OPEN RACK INSTALLATIONS WHERE ELECTROCHEMICAL ESS ARE INSTALLED IN A SEPARATE EQUIPMENT ROOM AND ONLY AUTHORIZED PERSONNEL HAVE ACCESS TO THE ROOM, THEY SHALL BE ERMITTED TO BE INSTALLED ON AN OPEN RACK FOR EASE OF MAINTENANCE. 1207.4.12 WALK-IN UNITS WALK-IN UNITS SHALL BE ENTERED ONLY FOR INSPECTION, MAINTENANCE AND REPAIR OF ESS UNITS AND ANCILLARY EQUIPMENT, AND SHALL NOT BE OCCUPIED FOR OTHER PURPOSES. 1207.5.8 MEANS OF EGRESS. ESS LOCATED OUTDOORS AND IN OPEN PARKING GARAGES SHALL BE SEPARATED FROM ANY MEANS OF EGRESS AS REQUIRED BY THE FIRE CODE OFFICIAL TO ENSURE SAFE EGRESS UNDER FIRE CONDITIONS, BUT IN NO CASE LESS THAN 10 FEET (3048 MM) EXCEPTIONS: THE FIRE CODE OFFICIAL IS AUTHORIZED TO APPROVE A REDUCED SEPARATION DISTANCE IF LARGE-SCALE FIRE TESTING COMPLYING WITH SECTION 1207.1.5 IS PROVIDED THAT SHOWS THAT A FIRE INVOLVING THE ESS W ILL NOT ADVERSELY IMPACT OCCUPANT EGRESS 1207.9.1 ROOFTOP INSTALLATIONS. FOR THE PURPOSE OF TABLE 1207.9, ROOFTOP ESS INSTALLATIONS ARE THOSE LOCATED ON THE ROOFS OF BUILDINGS 1207.9.5 ROOFTOP INSTALLATIONS. ESS AND ASSOCIATED EQUIPMENT THAT ARE LOCATED ON ROOFTOPS AND NOT ENCLOSED BY BUILDING CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1. STAIRWAY ACCESS TO THE ROOF FOR EMERGENCY RESPONSE AND FIRE DEPARTMENT PERSONNEL SHALL BE PROVIDED EITHER THROUGH A BULKHEAD FROM THE INTERIOR OF THE BUILDING OR A STAIRWAY ON THE EXTERIOR OF THE BUILDING 2. SERVICE WALKWAYS AT LEAST 5 FEET (1524 MM) IN WIDTH SHALL BE PROVIDED FOR SERVICE AND EMERGENCY PERSONNEL FROM THE POINT OF ACCESS TO THE ROOF TO THE SYSTEM. 3. ESS AND ASSOCIATED EQUIPMENT SHALL BE LOCATED FROM THE EDGE OF THE ROOF A DISTANCE EQUAL TO AT LEAST THE HEIGHT OF THE SYSTEM, EQUIPMENT OR COMPONENT BUT NOT LESS THAN 5 FEET (1524 MM). 4. THE ROOFING MATERIALS UNDER AND WITHIN 5 FEET (1524 MM) HORIZONTALLY FROM AN ESS OR ASSOCIATED EQUIPMENT SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A CLASS A RATING WHEN TESTED IN ACCORDANCE WITH ASTM E108 OR UL 790. 5. A CLASS I STANDPIPE OUTLET SHALL BE INSTALLED AT AN APPROVED LOCATION ON THE ROOF LEVEL OF THE BUILDING OR IN THE STAIRWAY BULKHEAD AT THE TOP LEVEL. 6. THE ESS SHALL BE THE MINIMUM OF 10 FEET (3048 MM) FROM THE FIRE SERVICE ACCESS POINT ON THE ROOFTOP. 1207.9.6 OPEN PARKING GARAGES. ESS AND ASSOCIATED EQUIPMENT THAT ARE LOCATED IN OPEN PARKING GARAGES SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. ESS SHALL NOT BE LOCATED WITHIN 50 FEET (15 240 MM) OF AIR INLETS FOR BUILDING HVAC SYSTEMS. EXCEPTION: THIS DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 25 FEET (7620 MM) IF THE AUTOMATIC FIRE ALARM SYSTEM MONITORING THE RADIANT-ENERGY SENSING DETECTORS DE- ENERGIZES THE VENTILATION SYSTEM CONNECTED TO THE AIR INTAKES UPON DETECTION OF FIRE. 2. ESS SHALL NOT BE LOCATED WITHIN 25 FEET (7620 MM) OF EXITS LEADING FROM THE ATTACHED BUILDING WHERE LOCATED ON A COVERED LEVEL OF THE PARKING STRUCTURE NOT DIRECTLY OPEN TO THE SKY ABOVE 3. AN APPROVED FENCE WITH A LOCKED GATE OR OTHER APPROVED BARRIER SHALL BE PROVIDED TO KEEP THE GENERAL PUBLIC AT LEAST 5 FEET (1524 MM) FROM THE OUTER ENCLOSURE OF THE ESS. 1207.6.2.3 COMMUNICATIONS UTILITIES THE REQUIREMENTS OF SECTION 1207.6.2 SHALL APPLY ONLY WHEN THE AGGREGATE CAPACITY OF MULTIPLE VESSELS EXCEEDS 1,000 GALLONS (3785 L) FOR LEAD ACID AND NICKEL-CADMIUM BATTERY SYSTEMS OPERATING AT LESS THAN 50 VAC AND 60 VDC THAT ARE LOCATED AT FACILITIES UNDER THE EXCLUSIVE CONTROL OF COMMUNICATIONS UTILITIES, AND THOSE FACILITIES COMPLY WITH NFPA 76 IN ADDITION TO APPLICABLE REQUIREMENTS OF THIS CODE 1207.6.4 SAFETY CAPS VENTED BATTERIES AND OTHER ESS SHALL BE PROVIDED WITH FLAME-ARRESTING SAFETY CAPS. 1207.6.5 THERMAL RUNAWAY WHERE REQUIRED BY TABLE 1207.6 OR ELSEWHERE IN THIS CODE, BATTERIES AND OTHER ESS SHALL BE PROVIDED WITH A LISTED DEVICE OR OTHER APPROVED METHOD TO PREVENT, DETECT AND MINIMIZE THE IMPACT OF THERMAL RUNAWAY. NO SMOKING SIGNS SHALL BE PROVIDED ON DOORS LEADING INTO BATTERY ROOMS. PLACARDS SHALL BE PROVIDED ACCORDING TO NFPA 704. PLACARDS POSTED ON THE INTERIOR OF THE FACILITY SHALL BE A MINIMUM 10 INCHES EACH SIDE AND PLACARDS POSTED ON THE EXTERIOR SHALL BE A MINIMUM 15 INCHES EACH SIDE. RE: A5.00 (IFC 1207.1.1) STATIONARY AND VALVE REGULATED LEAD-ACID BATTERY SYSTEMS AND NICKEL CADMIUM BATTERY SYSTEMS CONTAINING MORE THAN 70 KILOWATT HOURS SHALL COMPLY WITH IFC 1207 AS NOTED: 1207.8.1 REMOTE OUTDOOR INSTALLATIONS. FOR THE PURPOSE OF TABLE 1207.8, REMOTE OUTDOOR INSTALLATIONS INCLUDE ESS LOCATED MORE THAN 100 FEET (30,480 MM) FROM BUILDINGS, LOT LINES, PUBLIC WAYS, STORED COMBUSTIBLE MATERIALS, HAZARDOUS MATERIALS, HIGH PILED STOCK AND OTHER EXPOSURE HAZARDS. 1207.8.2 INSTALLATIONS NEAR EXPOSURES FOR THE PURPOSE OF TABLE 1207.8, INSTALLATIONS NEAR EXPOSURES INCLUDE ALL OUTDOOR ESS INSTALLATIONS THAT DO NOT COMPLY WITH SECTION 1207.8.1 REMOTE OUTDOOR LOCATION REQUIREMENTS 1207.8.3 CLEARANCE TO EXPOSURES. ESS LOCATED OUTDOORS SHALL BE SEPARATED BY MINIMUM 10 FEET (3048 MM) FROM THE FOLLOWING EXPOSURES: EXCEPTIONS: 1. CLEARANCES ARE PERMITTED TO BE REDUCED TO 3 FEET (914 MM) WHERE A 1-HOUR FREE- STANDING FIRE BARRIER SUITABLE FOR EXTERIOR USE AND EXTENDING 5 FEET (1524 MM) ABOVE AND 5 FEET (1524 MM) BEYOND THE PHYSICAL BOUNDARY OF THE ESS INSTALLATION IS PROVIDED TO PROTECT THE EXPOSURE. 2. CLEARANCES TO BUILDINGS ARE PERMITTED TO BE REDUCED TO 3 FEET (914 MM) WHERE NONCOMBUSTIBLE EXTERIOR WALLS WITH NO OPENINGS OR COMBUSTIBLE OVERHANGS ARE PROVIDED ON THE WALL ADJACENT TO THE ESS AND THE FIRE-RESISTANCE RATING OF THE EXTERIOR WALL IS A MINIMUM OF 2 HOURS. 3. CLEARANCES TO BUILDINGS ARE PERMITTED TO BE REDUCED TO 3 FEET (914 MM) WHERE A WEATHERPROOF ENCLOSURE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS IS PROVIDED OVER THE ESS, AND IT HAS BEEN DEMONSTRATED THAT A FIRE WITHIN THE ENCLOSURE WILL NOT IGNITE COMBUSTIBLE MATERIALS OUTSIDE THE ENCLOSURE BASED ON LARGE-SCALE FIRE TESTING COMPLYING WITH SECTION 1207.1.5 1. LOT LINES. 2. PUBLIC WAYS. 3. BUILDINGS. 4. STORED COMBUSTIBLE MATERIALS. 5. HAZARDOUS MATERIALS. 6. HIGH-PILED STOCK. 7. OTHER EXPOSURE HAZARDS THE PROPOSED / EXISTING VERIZON WIRELESS ESS IS EXEMPT FROM THE FOLLOWING SECTIONS UNDER THE FOLLOWING EXCEPTION LISTED IN THOSE SECTIONS: "LEAD ACID AND NICKEL-CADMIUM BATTERY SYSTEMS OPERATING AT LESS THAN 50 VAC AND 60 VDC THAT ARE LOCATED AT FACILITIES UNDER THE EXCLUSIVE CONTROL OF COMMUNICATIONS UTILITIES, AND THOSE FACILITIES COMPLY WITH NFPA 76." THE PROPOSED / EXISTING ESS OPERATES AT +24 / -48 VDC. "50 VAC" IS A CLAUSE TAKEN FROM THE NEC THAT DATES BACK MANY YEARS FOR THE USE OF LOW VOLTAGE COPPER LAN LINE SYSTEMS AND HAS BEEN DISREGARDED. FOR FURTHER ICC CLARIFICATION CONTACT ELIZABETH FIRE MARSHAL KARA GERCZYNSKI (303) 646-3800 WHO SITS ON THE IFC CODE REVIEW COUNCIL: 1207.1.2 PERMIT 1207.2.1 COMMISSIONING 1207.3.1 ENERGY STORAGE SYSTEM LISTINGS 1207.3.7 RETROFITS 1207.4.1 ELECTRICAL DISCONNECTS 1207.5.1 SIZE AND SEPARATION 1207.5.2 MAXIMUM ALLOWABLE QUANTITIES 1207.5.3 ELEVATION 1207.5.5 FIRE SUPPRESSION SYSTEMS TABLE 1207.6 ESS TECHNOLOGY SPECIFIC REQUIREMENTS 1207.6.2 SPILL CONTROL & NEUTRALIZATION TABLE 1207.7 INDOOR ESS INSTALLATIONS -2 ESS DATA BLOCK IFC 1207 NOT REQUIRED KILOWATT CAPACITY AT THIS INSTALLATION 9.12 KILOWATT HOURS -3 2021 IFC SECTION 1207 -EXTERIOR ESS -1 2021 IFC SECTION 1207 -EXCEPTION LIST HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW APR 10 2023 G1.10 BATTERY HAZMAT REVIEW CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR (2) (E) BALLASTED ANTENNA FRAMES; REMOVE (1) AND RELOCATE (1) REMOVE (7) (E) OMNI ANTENNAS RE: A2.20 (E) ACCESS LADDER HOPKINS AVE. MILL ST. (E) BALCONY BELOW (E) BALCONY BELOW (1) STORY (E) ADJACENT BUILDING (2-1/2) STORY (E) ADJACENT BUILDING (E) BUILDING (3) STORY (E) ADJACENT BUILDING (1) STORY (E) ADJACENT BUILDING (3) STORY (E) ADJACENT BUILDING (4) STORY (E) ADJACENT BUILDING (1) STORY (E) ADJACENT BUILDING (2) STORY (E) ADJACENT BUILDING (E) PARKING LOT (E) VERIZON WIRELESS EQUIPMENT ROOM BASEMENT / LOWER LEVEL RE: A2.00 'A L P H A ' S E C T O R AZ I M U T H = 0 ° (E) PROPERTY LINE (TYP.) RE: SURVEY NEW ROOFTOP CABLE TRAY RE: 3/A4.00 REMOVE & REPLACE (1) (E) OMNI ANTENNA W/ (1) NEW VERIZON WIRELESS ANTENNA RE: A2.20 NEW STL. PLATFORM W/ VERIZON WIRELESS EQUIPMENT CABINETS RE: A2.10, STRUCT. REMOVE (E) 6x12 HYBRID CABLE & (4) (E) LDF5 COAX CABLES (2) NEW ELEC. CONDUCTORS & CONDUITS ROUTED UP EXTERIOR WALL FROM NEW J-BOX TO ROOFTOP (APPROX 220 L.F.) RE: ELEC. NEW 4"Ø FIBER CONDUIT W/ FIBER INNERDUCT FROM (E) FIBER ENCLOSURE IN UTILITY AREA (BELOW) (APPROX 90 L.F.) NEW VERIZON WIRELESS CAGED LADDER @ 15'-0" ABOVE GRADE RE: 1/A4.00 (E) ALLEY NEW VERIZON WIRELESS ILC MOUNTED TO NEW STL. PLATFORM RE: ELEC. HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A1.00 SITE PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1" = 30'-0"1 SITE PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC NOTES: 1. COLOR OF NEW ANTENNAS; LT. GREY 2. RE: STRUCTURAL CALCULATIONS BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 04/07/23 3. RE: STRUCTURAL AMA BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 12/01/22 NOTES: 1. RE: A2.30 FOR ANTENNA CONFIGURATION, RRH & MAIN OVP LOCATIONS. 2. USE LOW PIM HARDWARE WITHIN 10' - 0" OF LS6 ANTENNA. 3. G.C. TO VERIFY ANTENNA & EQUIPMENT PART NUMBERS THROUGH VERIZON PROVIDED RFDS. QTY. RACK OVP @ SHELTER TO MAIN OVP @ ANTENNAS RACK OVP @ SHELTER LENGTH QTY. HYBRID CABLES QTY. MAIN OVP @ ANTENNAS LENGTH QTY. 1x1 HYBRID CABLE MAIN OVP TO RRH CONNECTION 14'-0" SECTOR 'ALPHA' EQUIPMENT CURB NEW PDF ANTENNA SECTOR PAIR DC WIRE (APPROX. 20 L.F.) NEW 4520 OVP NEW 12x24 MAIN OVP @ ANTENNA NEW 6x12 HYBRID CABLE NEW PCS NEW 700 NEW AWS (E) 6630 BBU QTY. AWS/ PCS RRH TOTAL WEIGHT QTY. 2X1Y HYBRID CABLE PDUPAIR DC WIRE (APPROX. 6 L.F.) (E) (1) 700/ 850 RRH NEW 850 FIBER APPROX 6 L.F. PAIR DC WIRE (APPROX. 6 L.F.) FIBER APPROX 6 L.F. FIBER APPROX 6 L.F. FIBER APPROX 6 L.F. NE W L S 6 / A W S / P C S / 7 0 0 / 8 5 0 AN T E N N A NEW AWS/PCS RRH (4) LDF4 (1)160'-0"(1)(2) NEW LS6 RRH 1X3 HYBRID CABLE NE W CO M B I N E R (9) LDF4 NEW LS6 NEW 6648 BBU FIBER APPROX 6 L.F. QTY. (1) LS6 RRH (1) 224 LB -48V UPCON. NEW 700/850 RRH 2X1Y HYBRID CABLE (4) LDF4 (2-1/2) STORY (E) ADJACENT BUILDING (1) STORY (E) ADJACENT BUILDING (E) COURT YARD (E) A/C UNIT W/ SHEET METAL DUCT (TYP) (E) BALCONY BELOW (E) FIXED LADDER DN. (E) SKYLIGHT (TYP) (E) ROOF DRAIN (TYP) (E) VENT PIPE (TYP) (E) STANDING SEAM METAL ROOF (E) DISH (TYP) NEW ROOFTOP CABLE TRAY (NON-PENETRATING) RE: 3/A4.00 (E) BALCONY BELOW (E) VERIZON WIRELESS EQUIPMENT ROOM (BELOW) RE: A2.00 REMOVE (E) CONDUITS W/ (E) 6x12 HYBRID CABLE & (4) (E) LDF5 COAX CABLES MOVE (E) BALLAST ANTENNA FRAME TO BE CENTERED ON (E) COLUMN BELOW REMOVE (7) (E) OMNI ANTENNAS RE: A2.20 RELOCATE (E) BALLASTED FRAME, AND REMOVE & REPLACE (1) ANTENNA RE: A2.30 ' A L P H A ' S E C T O R A Z I M U T H = 0 ° REMOVE (E) OMNI ANTENNA AND RELOCATE (E) BALLAST FRAME RE: A2.30 14' - 2" 31 ' - 8 " NEW STL. PLATFORM W/ VERIZON WIRELESS EQUIPMENT CABINETS RE: A2.10, STRUCT. LEAVE (E) VERIZON WIRELESS A/C UNITS ON (E) CURB (2) NEW ELEC. CONDUCTORS & CONDUITS ROUTED UP EXTERIOR WALL FROM NEW J- BOX TO ROOFTOP (APPROX 220 L.F.) RE: ELEC. NEW 4"Ø FIBER CONDUIT FROM (E) FIBER ENCLOSURE BELOW IN UTILITY AREA TO NEW ROOFTOP CABLE TRAY NEW VERIZON WIRELESS CAGED LADDER @ + 15'-0" ABOVE GRADE RE: 1/A4.00 (1) NEW 6x12 HYBRID CABLE ROUTED IN NEW CABLE TRAY ON ROOFTOP (APPROX 160 L.F.) RE: 1/A1.10 NEW VERIZON WIRELESS ILC MOUNTED TO NEW STL. PLATFORM RE: ELEC. -2 HYBRID CABLE DIAGRAM HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A1.10 ENLARGED ROOF PLAN & HYBRID CABLE DIAGRAM CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1/16" = 1'-0"1 ENLARGED ROOF PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC 1' - 9 " RE: PLAN SIGNAGE RE: 1/A1.10BLUE WATER SAFETY RAIL 2000FG FIBERGLASS GUARD (OR EQ.) GALVANIZED STEEL RAIL TO BASE ADAPTER BALLASTED MOUNTING BASE PLATE (TYP) SPM FOR ROOF PROTECTION UNDER EACH POST (TYP) ROOF 1' - 9 " 1' - 9 " 3' - 6 " 2"X2" FIBERGLASS TUBE (TYP) GATE WHEEL GATE SECTION (2-1/2) STORY (E) ADJACENT BUILDING (1) STORY (E) ADJACENT BUILDING (E) COURT YARD (E) A/C UNIT W/ SHEET METAL DUCT (TYP) (E) BALCONY BELOW (E) FIXED LADDER (E) SKYLIGHT (TYP) (E) ROOF DRAIN (TYP) (E) VENT PIPE (TYP) (E) STANDING SEAM METAL ROOF (E) DISH (TYP) (E) BALCONY BELOW (E) VERIZON WIRELESS EQUIPMENT ROOM (BELOW) RE: A2.00 ' A L P H A ' S E C T O R A Z I M U T H = 0 °14' - 2" 2 31 2 2 16' 16' 16' 5' 5' 5' NEW F.G. EME BARRIER (TYP) RE: 3/A1.10 & EME REPORT INSTALL PHYSICAL BARRIER (5'Lx3'-6"H, 16'Lx3'-6"H, 5'Lx3'6"H, 16'Lx3'-6"H, 5'Lx3'-6"H, 16'Lx3'-6"H) 6' AWAY FROM ROOF EDGE, DIMENSIONS ARE FROM LEFT TO RIGHT -1/2" = 1'-0"3 EME BARRIER DETAIL -2 SIGNAGE FG EME BARRIER EME MARKER HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A1.20 EME SITE PLAN, SIGNAGE AND DETAILS CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1/16" = 1'-0"1 EME SITE PLAN GUIDELINES: THIS SIGN WILL INFORM ANYONE OF THE BASIC PRECAUTIONS TO FOLLOW WHEN ENTERING AN AREA WITH TRANSMITTING RADIOFREQUENCY EQUIPMENT NOC INFORMATION: SIGNS ARE USED AS A MEANS TO PROVIDE CONTACT INFORMATION FOR ANY QUESTIONS OR CONCERNS. THEY WILL INCLUDE SPECIFIC CELL SITE IDENTIFICATION INFORMATION AND THE VERIZON WIRELESS NETWORK OPERATIONS CENTER PHONE NUMBER. NOTICE: THIS SIGN INDICATES THAT RF EMISSIONS MAY EXCEED THE FCC GENERAL POPULATION MPE LIMIT 1 2 3 1 3 (1) GUIDELINES & (1) NOC SIGNS TO BE POSTED AT ROOF ACCESS LADDER NOTE: EME REPORT BY: CENTERLINE COMMUNICATIONS, LLC. DATED: 03/06/18 A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC REMOVE (E) ENODE B (E) MEN'S ROOM (E) DISCONNECT SWITCH (TYP) (E) XFMR (E) T-STAT ON (E) COLUMN REMOVE (E) OVP/BBU (E) CONDENSATE PUMP REMOVE (E) SUPERCELL SC 4812 800MHZ REMOVE (E) FIBER ROUTER (E) MANUAL TRANSFER SWITCH (E) J-BOX A/C CONTROL (E) 200A 1Ø PANEL, CUT (E) WIRES @ J-BOX WITHIN EXTERIOR UTILITY AREA REMOVE (E) ALARM BLOCK REMOVE (E) TELCO BOARD (E) A/C (E) CONDENSATE PUMP REMOVE (E) FILTER REMOVE (E) EYEWASH & FIRST AID KIT REMOVE (E) CDMA CABINET (TYP OF 2) REMOVE (E) BATTERIES & SPILL CONTAINMENT REMOVE (E) ENTRY PORT; PATCH ALL (E) WALL PENETRATIONS RE: NOTE RELOCATE (E) 4449 RRH TO ROOFTOP RE: 1/A2.20 REMOVE (E) PDF (E) DOOR & PATCH FROM WASHROOM (E) WALL PENETRATION; LEAVE (E) CONDUIT IN PLACE (E) A/C (E) BATTERIES (E) PDF REMOVE (E) SUPERCELL SC 4812 800MHZ HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A2.00 DEMO EQUIPMENT ROOM FLOOR PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -3/8" = 1'-0"1 DEMO EQUIPMENT ROOM FLOOR PLAN NOTE: G.C. TO PATCH AND REPAIR ALL HOLES AND SEAL WEATHER TIGHT ANY OPENINGS TO EXTERIOR. A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC NEW ILC MOUNTED TO RAILING RE: ELEC. NEW BAR GRATE PLATFORM WITH STEEL FRAME ATTACHED TO (E) BUILDING COLUMNS BELOW RE: STRUCT. NEW RF CABINET NEW PDF & BATTERY CABINET NEW STEEL STAIRS ON 1/2" NEOPRENE ISOLATION PAD RE: STRUCT. NEW CABLE TRAY RE: 3/A4.00 (E) ROOF DRAIN (E) A/C UNIT DUCT NEW STEEL FRAME -PAINT TO MATCH DARK COLOR OF (E) BUILDING BRICK RE: STRUCT. NEW FRAME 16' - 6" NEW STL. PLATFORM 16' - 6" NEW GPS ANTENNA ATTACHED TO CABINET RE: 5/A4.00 NEW 4"Ø FIBER CONDUIT W/ FIBER INNERDUCT ROUTED IN NEW CABLE TRAY (APPROX 90 L.F.) (2) NEW 2"Ø ELECTRICAL CONDUITS ROUTED IN NEW ROOFTOP CABLE TRAY & UNDER NEW EQUIPMENT PLATFORM (APPROX 220 L.F.) RE: ELEC. MIN. 1' - 0" MIN. 6" MIN. 2' - 0" NEW STL. RAILING AROUND PLATFORM RE: STRUCT. NEW 6x12 HYBRID CABLE ROUTED IN NEW ROOFTOP CABLE TRAY (APPROX 160 L.F.) RE: 2/A1.10 NEW STL. PLATFORM 9' - 6" NEW PIPE BOOT FLASHING (BELOW) (TYP) RE: 2/A4.01 NEW NEOPRENE ISOLATION PAD UNDER STAIR NOTES: 1. RE: STRUCTURAL BY: OTEGUI STRUCTURAL SERVICES, LLC. DATED: 04/07/23 HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW A2.10 NEW EQUIPMENT PLATFORM FLOOR PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -3/8" = 1'-0"1 NEW EQUIPMENT PLATFORM PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR APR 10 2023 REMOVE (E) OMNI ANTENNA AND RELOCATE (E) BALLAST FRAME RE: A2.30 REMOVE (1) (E) BALLASTED ANTENNA FRAME & (1) (E) OMNI ANTENNA REMOVE (E) CABLE TRAY REMOVE (7) (E) OMNI ANTENNAS (E) A/C UNIT W/ SHEET METAL DUCT (TYP)(E) ROOF DRAIN (E) SLOPE ROOF (E) SLOPE ROOF (E) SLOPE ROOF (E) DISH (BY OTHERS) (E) DISH (BY OTHERS) (E) ROOF VENT (TYP) (E) PARAPET (E) SKY LIGHT (E) CONDUIT W/ COAX & HYBRID CABLES (E) EMPTY PIPE RELOCATE (4) (E) LDF5 COAX & REMOVE ALL UNUSED COAX REMOVE (E) COAX RELOCATE (E) 6x12 HYBRID CABLE LEAVE (E) VERIZON WIRELESS HVAC UNITS REMOVE (E) 6x12 HYBRID CABLE & (4) (E) LDF5 COAX CABLES HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A2.20 ANTENNA DEMO PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -3/16" = 1'-0"1 ANTENNA DEMO PLAN -2 EXISTING CONDITIONS A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC RELOCATED BALLASTED ANTENNA FRAME CENTERED OVER (E) COLUMN BELOW RE: STRUCT. 'A L P H A ' S E C T O R AZ I M U T H = 0 ° NEW LS6/AWS/PCS/700/850 ANTENNA RE: 2/A1.10 RELOCATED MAIN OVP RE: 2/A4.00 NEW COMBINER RE: 2/A1.10 (BELOW) NEW 8863 RRH RE: 2/A1.10 NEW 8843 RRH RE: 2/A1.10, 4/A4.00 NEW ANTENNA MOUNTING SLEEVE PN: SC-BKT-SLA EQUIPMENT NOTES: NUMBER OF ANTENNAS ADDED: (1) NUMBER OF RRHs ADDED: (3) NUMBER OF COMBINERS ADDED: (1) NUMBER OF OVPs ADDED: (1) NEW EME BARRIER NEW ROOFTOP CABLE TRAY RE: 3/A4.00 (1) NEW 6x12 HYBRID CABLE IN NEW CABLE TRAY RE: 2/A1.10 (E) EMPTY ANTENNA MOUNTS RELOCATED 4449 RRH RE: 2/A1.10, 4/A4.00 (2) NEW ELEC. CONDUCTORS & CONDUITS ROUTED UP EXTERIOR WALL FROM NEW J-BOX TO ROOFTOP (APPROX 220 L.F.) RE: ELEC. (2) NEW 2"Ø ELECTRICAL CONDUITS ROUTED IN NEW ROOFTOP CABLE TRAY RE: ELEC. LEAVE (E) VERIZON WIRELESS A/C UNITS ON (E) CURB HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A2.30 NEW ANTENNA PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -3/16" = 1'-0"1 NEW ANTENNA PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC NOTES: 1. COLOR OF NEW ANTENNAS; LT. GREY 2. RE: STRUCTURAL CALCULATIONS BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 04/07/23 3. RE: STRUCTURAL AMA BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 12/01/22 FINISH GRADE 0' -0" T.O. BUILDING 37' -0" T.O. WALL (BEYOND) 35' -0" T.O. ROOF 22' -6" T.O. (E) OMNI ANTENNAS 48' -0" (7) (E) VERIZON WIRELESS OMNI ANTENNAS (E) BRICK VENEER BUILDING (E) A/C UNITS (TYP) (E) FIBER ENCLOSURE (E) BALLAST FRAME AND VERIZON WIRELESS ANTENNA (TYP) HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW APR 10 2023 A3.00 EXISTING SOUTH WEST ELEVATION CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR -1/16" = 1'-0"1 EXISTING SOUTH WEST ELEVATION FINISH GRADE 0' -0" T.O. BUILDING 37' -0" T.O. BALCONY 22' -6" T.O. WALL (BEYOND) 35' -0" T.O. ROOF 22' -6" T.O. (E) OMNI ANTENNAS 48' -0" (E) BRICK VENEER BUILDING ADJACENT (1) (E) STORY BUILDING (E) BALLAST FRAME AND VERIZON WIRELESS ANTENNA (TYP)(7) (E) VERIZON WIRELESS OMNI ANTENNAS (E) VERIZON WIRELESS A/C UNITS HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW APR 10 2023 A3.10 EXISTING SOUTH EAST ELEVATION CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR -1/8" = 1'-0"1 EXISTING SOUTH EAST ELEVATION FINISH GRADE 0' -0" T.O. BUILDING 37' -0" T.O. WALL (BEYOND) 35' -0" C.O.R. ANTENNA 42' -8" T.O. ROOF 22' -6" REMOVE (7) (E) VERIZON WIRELESS OMNI ANTENNAS (E) BRICK VENEER BUILDING (E) A/C UNITS (TYP) RELOCATE (E) BALLAST FRAME AND; REMOVE & REPLACE (1) (E) VERIZON WIRELESS ANTENNA & ADD NEW AND RETAINED EQUIPMENT RE: A2.30 NEW F.G. EME BARRIER (TYP) RE: A1.10 & EME REPORT T.O. (E) OMNI ANTENNAS 48' -0" T.O. ANTENNA 44' -2" NEW PLATFORM W/ VERIZON WIRELESS EQUIPMENT CABINETS RE: A2.10 NEW VERIZON WIRELESS CAGED LADDER RE: 1/A4.00 NEW FIBER CONDUIT FROM (E) FIBER ENCLOSURE BELOW IN UTILITY AREA (E) FIBER ENCLOSURE B.O. LADDER & CAGE 15' -0" NEW VERIZON WIRELESS GPS ANTENNA RE: 5/A4.00 (2) NEW ELEC. CONDUCTORS & CONDUITS ROUTED UP EXTERIOR WALL FROM NEW J-BOX TO ROOFTOP (APPROX 220 L.F.) RE: ELEC. HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A3.20 NEW SOUTH WEST ELEVATION CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1/16" = 1'-0"1 NEW SOUTH WEST ELEVATION A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC NOTES: 1. COLOR OF NEW ANTENNAS; LT. GREY 2. RE: STRUCTURAL CALCULATIONS BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 04/07/23 3. RE: STRUCTURAL AMA BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 12/01/22 FINISH GRADE 0' -0" T.O. BUILDING 37' -0" T.O. BALCONY 22' -6" T.O. WALL (BEYOND) 35' -0" C.O.R. ANTENNA 42' -8" T.O. ROOF 22' -6" T.O. (E) OMNI ANTENNAS 48' -0" T.O. ANTENNA 44' -2" (E) BRICK VENEER BUILDING ADJACENT (1) (E) STORY BUILDING RELOCATE (E) BALLAST FRAME AND; REMOVE & REPLACE (1) (E) VERIZON WIRELESS ANTENNA & ADD NEW AND RETAINED EQUIPMENT (BEYOND) RE: A2.30 REMOVE (7) (E) VERIZON WIRELESS OMNI ANTENNAS NEW F.G. EME BARRIER (TYP) RE: A1.10 & EME REPORT NEW PLATFORM W/ VERIZON WIRELESS EQUIPMENT CABINETS RE: A2.10 NEW VERIZON WIRELESS CAGED LADDER RE: 1/A4.00 B.O. LADDER & CAGE 15' -0" NEW VERIZON WIRELESS GPS ANTENNA RE: 5/A4.00 NEW 4"Ø FIBER CONDUIT FROM (E) FIBER ENCLOSURE IN UTILITY AREA TO NEW ROOFTOP PLATFORM LEAVE (E) VERIZON WIRELESS A/C UNITS ON (E) CURB HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A3.30 NEW SOUTH EAST ELEVATION CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1/8" = 1'-0"1 NEW SOUTH EAST ELEVATION A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC NOTES: 1. COLOR OF NEW ANTENNAS; LT. GREY 2. RE: STRUCTURAL CALCULATIONS BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 04/07/23 3. RE: STRUCTURAL AMA BY: OTEGUI STRUCTURAL SERVICES, LLC, DATED: 12/01/22 12"W X 4"D CABLE TRAY CONDUIT SIZE & COUNT PER PLAN (ATTACH TO CABLE TRAY RUNGS @ 4'-0" W/ STAINLESS STEEL CLIPS) ATTACH CABLE TRAY TO EA. UNISTRUT W/ MIN. (2) 1/2"Ø BOLTS 18" RUBBER CONDUIT SUPPORTS W/ INTEGRAL UNISTRUT @ 36" O.C. DURABLOK (OR EQ.)FINISH SURFACE 6" MIN. 12" MAX GPS ANTENNA 1-1/4"Ø GPS PIPE EQUIPMENT CABINET 1-5/8" UNISTRUT ATTACHED TO CABINET ON FULL SEALANT BED W/ MIN. (2) #12 TEK SCREWS GALV. STL PIPE CLAMP (TYP) MIN. 8" VFY. NO EQUIPMENT @ MOUNT LOCS. 1/2"Ø COAX TO RADIO CABINET RRH RE: PLAN NOTE: 1. MINIMUM CLEARANCE REQUIRED PER MANUFACTURER; MOUNTING LOCATIONS WILL VARY PER SITE RE: PLAN 2. RRH NOT TO BE MOUNTED STACKED ON A PIPE UNLESS MOUNTED ON A TOWER. 3. GROUND PER VERIZON WIRELESS SPECS. MIN. 2-3/8"Ø SCHEDULE 40 GALVANIZED PIPE/ (E) MOUNTING PIPE MOUNTING BRACKET PROVIDED BY MANUFACTURER MIN. VERT. CLR. 1' - 0" SECTION A-A RRH ATTACHED TO MOUNTING PIPE PLAN A A 1' - 4" 2" 8" PER MFR. SPECS 2" COVER REMOVAL 1' - 6" CLEAR FOR 2-3/8"Ø SCHEDULE 40 GALVANIZED PIPE MOUNT/ (E) ANTENNA PIPE OVP MOUNTING BRACKET BY MANUFACTURER (TYP) ATTACH TO PIPE WITH 1/2"Ø U-BOLT (TYP OF 2) 6" NOTES: 1. GROUND OVP PER VERIZON WIRELESS SPECIFICATIONS RE: GROUNDING SCHEMATIC 2. OTHER OVP MOUNTING SIMILAR 2-1/2" ALUMINUM CHANNEL SIDERAIL PLATFORM SURFACE IS TREAD MATERIAL 13 ” 4’ - 0 ” O . C . M A X 9” 12 ” TY P 42 ” 6” RE : N O T E S PA R A P E T HE I G H T 1'-0" RE : N O T E S 26-1/8” RE : N O T E S 42 ” 2'-5" PARAPET LEVEL 4 -1 /2 ” 8-1/2” 1/4” 3” 7- 1 / 4 ” 24” 22-1/8” PLAN (PARAPET PLATFORM & RETURN LADDER ARE OMITTED FOR CLARITY) BRACKET DETAIL 2-1/4” SERRATED ALUMINUM TREAD (TYP) FIXED LADDER WITH PARAPET PLATFORM & ROOFSIDE RETURN FRONTSIDE ROOFSIDE RETURN (BACK) STUCCO WALLS: 1-5/8" UNISTRUT ATTACHED TO MIN. (3) STUDS WITH 5/16"Ø LEDGERLOK 3" INTO STUD RE: NOTES ATTACH BRACKETS TO UNISTRUT W/ 5/8"Ø BOLTS / TO MASONRY WALLS WITH 5/8"Øx4" EMBED (INTO CMU) EPOXY ANCHORS NOTES: 1. RE: PLAN FOR LADDER LOCATIONS. 2. LADDER WALL HEIGHT = 21'-0" 3. LADDER PARAPET HEIGHT = 1'-0" 4. USE CONDUIT SLEEVES AS SPACER FOR STUCCO & RIGID INSULATION THICKNESS. SEAL WEATHERTIGHT. 5. LADDER MAY BE MADE OF STEEL IF HOT DIPPED GALVANIZED OR PRIMED AND PAINTED IF NOTED AS SUCH ON ELEVATION DRAWINGS. 28 " 4" 29-1/2" 33-1/2" WALL BRACKET RE: DETAIL (TYP) HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW APR 10 2023 A4.00 DETAILS CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -3/4" = 1'-0"3 CABLE TRAY ON DURABLOCK DETAIL -1" = 1'-0"5 GPS MOUNT DETAIL -1/2" = 1'-0"4 RRH MOUNTING DETAIL -3/4" = 1'-0"2 OVP MOUNTING DETAIL -1/4" = 1'-0"1 ACCESS LADDER DETAIL W/ CAGE A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1.REMOVE EXISTING ROOFING MATERIALS DOWN TO (E) DECKING OR AS REQUIRED FOR PENETRATIONS. 2.RE-ROOF TO MATCH EXISTING ROOFING. INSTALL FLASHING & LAPPED JOINT TO EXISTING ROOFING AS REQ. AND PER SPECIFIC ROOFING SYSTEM SPECIFICATIONS. 3.INSTALL FLASHING AND ROOFING SYSTEM PER THE MANUFACTURER'S CURRENTLY PUBLISHED DETAILS AND NRCA DETAILS. 4.SUBMIT ROOFING DETAILS AND SPECS TO PROJECT MANAGER FOR REVIEW PRIOR TO INSTALLATION. 5.RE-ROOF, FLASH AND SEAL ALL OPENINGS PRIOR TO LEAVING THE JOB SITE. DO NOT LEAVE ROOFING PENETRATIONS OPEN OVERNIGHT OR UNATTENDED. 6.SCHEDULE ROOFING OPERATIONS TO AVOID INCLEMENT WEATHER. 7.PROVIDE PROTECTION AS REQUIRED TO AVOID LEAKAGE AND DAMAGE TO INTERIOR. 8.MAINTAIN EXISTING ROOFING DRAINAGE PATTERNS. 9.MAINTAIN EXISTING ROOFING WARRANTY. CALL FOR REQUIRED INSPECTION. USE ROOFING COMPANY RESPONSIBLE FOR WARRANTY. CONTACT OWNER. 10.ALL METAL FLASHING SHALL BE PRIMED AND PAINTED OR GALVANIZED PER PLANS & DETAILS. 11.PROTECT EXISTING ROOF SYSTEM DURING NEW CONSTRUCTION AND DEMOLITION WITH SURFACE SHEATHING CONTINUOUS THROUGHOUT WORK AREAS. 12.IDENTIFY ALL LEAK LOCATIONS AND REMOVE AND REPLACE ALL WET MATERIALS TO MATCH EXISTING CONDITIONS. COLUMN / CONDUIT RE: PLAN CONT. SEALANT (TYP) DRAWBAND 8" M I N I M U M FULLY ADHERED MEMBRANE COUNTER MARCHING (BEYOND) FULLY ADHERED MEMBRANE FLASHING REMOVE (E) SPM & INSULATION AT BASEPLATE LOCATIONS, REPLACE W/ FOAM INSULATION NEW CANISTER ANTENNA RE: PLAN NEW ANTENNA MOUNTING SLEEVE JMA PN# SC-BKT-SLA-BL, INSTALL PER MFRS. SPECS AND INSTRUCTIONS FACTORY CUTOUT FOR INSTALLATION AND REMOVAL OF CANISTER ANTENNA (E) ANTENNA MOUNT PIPE RE: PLAN (6) 5/16" SET SCREWS @ FACTORY SET SCREW HOLES (SUPPLIED IN KIT) PREFIT CANISTER ANTENNA BRACKET (DO NOT REMOVE) NOTES: 1. ALL FASTENERS TO BE STAINLESS STEEL. 2. USE CORROSION-RESISTANT ANTI-SEIZE LUBRICANT ON ALL STAINLESS STEEL HARDWARE. 3. GROUND ANTENNA PER VERIZON WIRELESS SPECS. RE: E5.00 HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 1st REVIEW 2nd REVIEW MAY 02 2023 A4.01 DETAILS CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1 ROOFING NOTES -1 1/2" = 1'-0"2 PIPE BOOT FLASHING DETAIL A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC -1 1/2" = 1'-0"3 CANISTER ANTENNA DETAIL-4 NOT USED DESIGN CRITERIA 2021 INTERNATIONAL BUILDING CODE DEAD TYPE SNOW FLOOR LOADS UNIFORM FLAT 10 PSF RE: PLAN GROUND SNOW (Pg)100 PSF ASCE 7 FLAT ROOF SNOW (Pf) 100 PSF ASCE 7 ROOF LOADS OCCUPANCY OR USE LIVE BATTERIES 1000 LBS BASIC WIND SPEED (3 sec GUST: Vasd, Vult)90 MPH EXPOSURE CATEGORY B RISK CATEGORY I CONCENTRATED BUILDING CODE DESIGN LOADS LOCAL JURISDICTION CITY OF ASPEN WIND IN ACCORDANCE WITH ASCE 7 CHAPTER 26 DESIGN PROCEDURE DIRECTIONAL 116 MPH EXPOSURE FACTOR (Ce) IMPORTANCE FACTOR (Ce) 1.0 1.0 THERMAL FACTOR (Ct)1.0 DRIFT SURCHARGE (Pd) DRIFT WIDTH (w) NA GCpi 0.85 NA NA NA SPECIAL INSPECTION AND TESTING CATEGORY COMPONENT CLASS ST R U C T U R A L S T E E L FA B R I C A T I O N ER E C T I O N CONNECTION ERECTION ASSEMBLY SINGLE PASS FILLET WELDS 5/16" OR LESS ALL OTHER WELDS INCLUDING COMPLETE AND PARTIAL PENETRATION GROOVE WELDS SHEAR STUD PLACEMENT STRUCTURAL STEEL ERECTION CONNECTION ERECTION AND ASSEMBLY PRE-TENSIONED AND SLIP CRITICAL BOLTS/JOINTS USING TURN OF NUT, OR CALIBRATED WRENCH METHODS OF INSTALLATION SINGLE PASS FILLET WELDS 5/16" OR LESS ALL OTHER WELDS INCLUDING COMPLETE AND PARTIAL PENETRATION GROOVE WELDS SHEAR STUD PLACEMENT X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 2 3 4 5 PRE-TENSIONED AND SLIP CRITICAL BOLTS/JOINTS USING TURN OF NUT, OR CALIBRATED WRENCH METHODS OF INSTALLATION X X X NOTES: 1. SPECIAL INSPECTIONS ARE TO CONFORM TO CHAPTER 17 OF THE IBC AND THE LOCAL BUILDING DEPARTMENT. 2. UNLESS NOTED AS CONTINUOUS, ALL INSPECTIONS ARE PERIODIC. PERIODIC INSPECTIONS IS DEFINED AS PART TIME OR INTERMITTENT INSPECTION OF WORK. IT IS THE SPECIAL INSPECTORS RESPONSIBILITY TO DETERMINE AND COORDINATE FREQUENCY AND DURATION OF INSPECTION RELATIVE TO CONTRACTORS SCHEDULE AND SEQUENCING OF WORK IN ORDER TO MEET THE INSPECTION REPORTING REQUIREMENTS. 3. CLASS 1: INSPECTION VERIFICATION OF SIZE, LOCATION, QUANTITY, AND TOLERANCE. 4. CLASS 2: INSPECTION AND TESTING VERIFICATION OF STRENGTH, GRADE, CLASSIFICATION, QUALITY, DENSITY, PROPORTIONS, AND MANUFACTURERS CERTIFIED TEST REPORTS. 5. CLASS 3: CONTINUOUS INSPECTION AND VERIFICATION OF OPERATIONS AND CONDITIONS. 6. CLASS 4: AUDIT AND INSPECTION OF FABRICATION FACILITY QUALITY CONTROL PROGRAM. 7. CLASS 5: VERIFICATION OF CERTIFICATES PROJECT WILL NOT BE ACCEPTED WITHOUT THIRD PARTY SPECIAL INSPECTION MISCELLANEOUS NOTES 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY REGULATIONS, PROGRAMS AND PRECAUTIONS RELATED TO ALL WORK ON THIS PROJECT. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT AGAINST INJURY, DAMAGE, OR LOSS. 3. MEANS AND METHODS OF CONSTRUCTION AND ERECTION OR STRUCTURAL MATERIALS ARE SOLELY THE CONTRACTORS RESPONSIBILITY. 4. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION OF CONSTRUCTION, AND THEN ONLY TO SUPPORT DESIGN LOADS INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING, AND ALL SHORING AND BRACING NEEDED TO SUPPORT STRUCTURE UNTIL COMPLETION. 5. NO OPENING, NOR ANY CHANGE IN SIZE, DIMENSION, OR LOCATION SHALL BE MADE IN ANY STRUCTURAL ELEMENT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 6.WHERE DIMENSIONS OR WEIGHTS OF MEP EQUIPMENT OR SYSTEMS ARE AVAILABLE FROM THE MANUFACTURER, VERIFY WEIGHTS AND DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO ORDERING MATERIALS. NOTIFY STRUCTURAL ENGINEER OF DISCREPANCIES. DO NOT PLACE EQUIPMENT WHERE SHIPPING OR OPERATING WEIGHTS EXCEED THAT SHOWN ON THE DRAWINGS. 7. OPENINGS OF 1'-4" OR LESS ARE GENERALLY NOT SHOWN ON THESE DRAWINGS. REFER TO OTHER CONSULTANTS FOR SUCH OPENINGS. 8.OPENINGS THROUGH FLOORS/ROOFS FOR PASSAGE OF UTILITIES ARE NOT LOCATED OR DIMENSIONED ON STRUCTURAL DRAWINGS. 9.SHOW ALL OPENINGS THROUGH STRUCTURAL MEMBERS ON SHOP DRAWINGS AND SUBMIT FOR REVIEW. OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS ARE SUBJECT TO ACCEPTANCE AND SHALL BE SPECIFICALLY INDICATED FOR REVIEW AND ACCEPTANCE. 10.VERIFY ELEVATOR/ESCALATOR PIT DIMENSIONS AND DETAILS WITH FINAL ELEVATOR/ESCALATOR SUPPLIER PRIOR TO FABRICATION OR INSTALLATION. 11. FIREPROOFING OR FIRE PROTECTION NOT SHOWN ON STRUCTURAL DRAW INGS. COORDINATE WITH ARCHITECT AND SPECIFICATIONS IF REQUIRED. 12. DO NOT SCALE DRAWINGS FOR DIMENSIONS. IN CASE OF CONFLICT, REQUEST CLARIFICATION FROM ARCHITECT AND ENGINEER. 13. NO STRUCTURAL MODIFICATIONS, ALTERATIONS, OR REPAIRS SHALL BE MADE WITHOUT PRIOR REVIEW BY STRUCTURAL ENGINEER. 14. WHERE SUPPORTED SLABS ARE TO BE USED FOR STAGING OR TEMPORARY STORAGE, THE CONTRACTOR SHALL VERIFY THAT UNIT LOADS DO NOT EXCEED THE DESIGN LOADS FOR THE SUPPORTING SLABS. QUALITY CONTROL 1. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL, INCLUDING WORKMANSHIP AND MATERIALS FURNISHED BY SUBCONTRACTORS AND SUPPLIERS. 2. INSPECTION OR TESTING BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO PERFORM WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL BEAR RESPONSIBILITY OF CORRECTING WORK WHICH DOES NOT CONFORM TO SPECIFIC REQUIREMENTS. 4. CORRECT DEFICIENT WORK BY MEANS ACCEPTABLE TO ARCHITECT. QUALITY ASSURANCE 1. THE OWNERS TESTING AGENCY SHALL PERFORM TESTING AND SPECIAL INSPECTIONS REQUIRED BY THE STRUCTURAL DOCUMENTS, BUILDING CODE AND LOCAL AUTHORITY. THE TESTING AGENCY SHALL COMPLY WITH ASTM E329 AND UPON COMPLETION OF WORK, THE TESTING AGENCY SHALL FURNISH A CERTIFICATE OF COMPLIANCE, SIGNED BY THE PROFESSIONAL ENGINEER OVERSEEING SPECIAL INSPECTIONS AND TESTING. 2. THE TESTING AGENCY INDIVIDUAL OVERSEEING TESTING AND INSPECTION OF SOILS AND FOUNDATIONS SHALL BE A PROFESSIONAL ENGINEER PRACTICING THE DISCIPLINE OF GEOTECHNICAL ENGINEERING. THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR TESTING AND INSPECTION OF SOILS, EARTHWORK, AND FOUNDATIONS FOR CONFORMANCE TO THE FOUNDATION DESIGNED THE GEOTECHNICAL REPORT. EXISTING CONDITIONS 1. THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH INFORMATION ABOUT THE EXISTING CONDITIONS PROVIDED BY OTHERS. 2. NO INVESTIGATION OF EXISTING CONDITIONS WAS UNDERTAKEN. IF THE CONTRACTOR DISCOVERS EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE DOCUMENTS, THEY SHALL NOTIFY STRUCTURAL ENGINEER IMMEDIATELY FOR GUIDANCE ON NECESSARY CHANGES TO BE MADE. 3. NO OPENINGS OR ANY CHANGES OR ADDITIONS SHALL BE MADE IN ANY EXISTING STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. SPECIAL INSPECTION 1. SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED AS REQUIRED BY THE LOCAL JURISDICTION, THE BUILDING CODE AND CONSTRUCTION DOCUMENTS. SEE QUALITY ASSURANCE SECTION. 2. COORDINATE AND SCHEDULE INSPECTION AND TESTING PRIOR TO START OF WORK REQUIRING INSPECTING AND TESTING WITH REASONABLE NOTICE. 3. ALL DEFICIENCIES SHALL BE CORRECTED FOR ACCEPTANCE BY TESTING AGENCY. SPECIAL INSPECTION AND TESTING IS REQUIRED FOR ITEMS SHOWN ON SPECIAL INSPECTION AND TESTING TABLE. 4. PROJECT WILL NOT BE ACCEPTED WITHOUT REQUIRED TESTING. HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW OTEGUI STRUCTURAL SERVICES, LLC P.O. BOX 620341 LITTLETON,CO 80162 PHONE: 720.981.5333 FAX: 720.922.7935 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 S1.00 STRUCTURAL NOTES CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC 360 AND TOLERANCES SHALL CONFORM TO AISC 303 UNLESS NOTED OTHERWISE. CONTRACTOR SHALL KEEP A COPY OF THESE REFERENCES. 2. MATERIALS: A) W AND WT....ASTM 992 (50KSI) OR ASTM 572 GR. 50 (50KSI) B) M,S,C,MC,L,MT, ST.....ASTM A36 (36 KSI) C) HP.................................ASTM 572 GR. 50 (50 KSI) D) STANDARD PIPE...............ASTM A53 GR. B (35 KSI) E) RECTANGULAR HSS..........ASTM A500 GR. B (46 KSI) F) ROUND HSS....................ASTM A500 GR. B (46 KSI) G) PLATES, BARS, THREADED RODS: TYPICAL....................ASTM A36 (36 KSI) 50 KSI NOTED...........ASTM A572 GR. 50 (50 KSI) H) ANCHOR RODS...................ASTM F1554 GR. 55 I) BOLTS TYPICAL (GROUP A)....ASTM A325 OR ASTM F1852 NOTED GROUP B.......ASTM A490 OR ASTM F2280 NOTED A307............ASTM A307 GR. A J) NUTS................................ASTM A653, HEAVY HEX K) WASHERS........................ASTM F436, EXCEPT PLATE WASHERS A36 L) DIRECT-TENSION INDICATOR WASHERS..ASTM F959 M) HEADED STUD ANCHORS..ASTM A108 N) WELD ELECTRODES............E70, 70 KSI 3. QUALIFICATIONS-FABRICATOR AND ERECTOR SHALL BE EXPERIENCED IN FABRICATION AND ERECTION OF PROJECTS OF SIMILAR SIZE AND COMPLEXITY. 4. TESTING-TESTS AND INSPECTIONS SHALL BE PERFORMED IN COMPLIANCE WITH AISC 360 AND CHAPTER 17 OF THE IBC. INSPECTIONS INCLUDE: W ELDING, HIGH STRENGTH BOLTING, ANCHOR ROD PLACEMENT, PROPER USE OF JOINT DETAILS, FABRICATED STEEL, AND ERECTED STEEL FRAME. TESTING INCLUDES: UT OF FULL PENETRATION WELDS, BOLT TENSIONING PROCEDURES, SHEAR STUD BEND TESTS. 5. SUBMITTALS: A) SUBMITTAL CONFORM TO AISC 360 B) SUBMITTALS FOR STRUCTURAL STEEL SHALL INCLUDE ERECTION DRAWINGS, SHOP DRAWINGS, AND MILL TEST REPORTS. 6. CONNECTIONS:ENGINEER HAS DESIGNED ALL CONNECTIONS UNLESS SPECIFIED ON THE PLANS TO BE DESIGNED BY FABRICATOR. IF A CONNECTION DESIGN IS OMITTED FROM CONTRACT DOCUMENTS THE CONTRACTOR SHALL REQUEST SPECIFIC CONNECTION DESIGN FROM THE ENGINEER. 7. BOLTS: A) WHERE INDICATED ON THE DRAWINGS AS SLIP CRITICAL, AND WHERE OVERSIZED OR LONG SLOTTED HOLES ARE UTILIZED IN SHEAR, BOLTED JOINTS SHALL BE SLIP CRITICAL. FRAYING SURFACES SHALL BE PREPARED TO MEET REQUIREMENTS OF CLASS A SURFACE, AND BOLTS SHALL BE INSTALLED TO THE FULLY TENSIONED CONDITION. B) WHERE BOLTS ARE SUBJECT TO NO STATIC LOADING, ARE UTILIZED TO INTERCONNECT PARTS OF A BUILT UP COMPRESSION MEMBER, OR ALL GROUP B FASTENERS LOADED IN TENSION, SHALL BE INSTALLED TO THE FULLY TENSIONED CONDITION. C) BOLTS NOT SUBJECT TO THE REQUIREMENTS FOR SLIP CRITICAL CONNECTIONS AND NOT REQUIRED TO BE FULLY TENSIONED MAY BE INSTALLED SNUG-TIGHT. D) A307 BOLTS ONLY WHERE INDICATED. 8. WELDS: A) FILLET WELDS: SIZE AS INDICATED BUT NOT LESS THAN MINIMUM AISC SIZE. B) GROOVE WELDS: FULL PENETRATION UNLESS OTHERWISE NOTED. C) WELDS ARE CONTINUOUS UNLESS OTHERWISE NOTED. 9. HEADED ANCHOR STUDS: SHOP WELD EXCEPT WHERE APPLIED THROUGH METAL DECK. 10. SHOP CLEANING AND PAINTING: A) UNCOATED STEEL : ALL STEEL NOT SPECIFICALLY INDICATED AS PAINTED, TO RECEIVE SPRAY ON FIREPROOFING, OR TO BE GALVANIZED, AND FRAYING SURFACE OF SLIP CRITICAL CONNECTIONS SHALL BE UNCOATED. PREPARE SURFACE PER SSPC-SP1. B) PRIMED STEEL: STEEL INDICATED AS PAINTED, WITH NO SPECIFIC PAINT REQUIREMENTS, SHALL HAVE SURFACE PREPARED PER SSPC-SP2 MINIMUM AND RECEIVE ONE COAT OF FABRICATORS STANDARD RUST INHIBITOR PRIMER PAINT APPLIED TO A MINIMUM DRY FILM THICKNESS OF 1 MIL. C) GALVANIZED STEEL: ALL STEEL IS GALVANIZED AND SHALL BE CLEANED, PREPARED, AND GALVANIZED IN ACCORDANCE WITH ASTM A123. REPAIR MINOR DEFECTS, DAMAGED AREAS, AND WELD JOINTS IN ACCORDANCE WITH ASTM A780. A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 4/6/23 A B C D 1 2 3 4 17 ' - 0 " 16 ' - 0 " 15 ' - 8 " 15' - 0"16' - 0"16' - 0" (E ) 2 X 1 2 @ 1 6 " O . C . (E ) 2 X 1 2 @ 1 6 " O . C . (E ) 2 X 1 2 @ 1 6 " O . C . (E) GLULAM 16-3/8" x 5-1/4" (E) GLULAM 16-3/8" x 5-1/4" (E ) G L U L A M 16 - 3 / 8 " x 5 - 1 / 4 " (E ) G L U L A M 16 - 3 / 8 " x 5 - 1 / 4 " (E) W 8x31 C O L. D N (E) W 8x31 C O L. D N (E ) W 8 x 3 1 C O L . D N (E ) W 8 x 3 1 C O L . D N (E) PARAPET WALL (E) BALCONY (BELOW) NEW ROOFTOP CABLE TRAY RE: ARCH. NEW CAGED LADDER RE: ARCH. NEW VERIZON WIRELESS STL. EQUIPMENT PLATFORM (ABOVE) RE: S2.10 (E) A/C UNIT N E W 4 X S C O L. U P N E W 4 X S C O L. U P N E W 4 X S C O L . U P N E W 4 X S C O L . U P HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW OTEGUI STRUCTURAL SERVICES, LLC P.O. BOX 620341 LITTLETON,CO 80162 PHONE: 720.981.5333 FAX: 720.922.7935 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 S2.00 PARTIAL ROOF FRAMING PLAN CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 -1/8" = 1'-0"1 PARTIAL ROOF FRAMING PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 4/6/23 B C 2 3 16 ' - 0 " 16' - 0"NEW 4XS PIPE COL. DNNEW 4 X S P I P E C O L . D N 1' - 4"1' - 0"2' - 0"1' - 0"3' - 8"NEW 4XS PIPE COL. DNNEW 4 X S P I P E C O L . D N 4' - 10"3' - 4"10" 7' - 0"9' - 0" W 8 x 1 8 HSS 8x6x1/4" HSS 8x6x1/4" (E) A/C UNIT 1 S3.00 (E) ROOF DRAIN (TYP) S4.00 1 (TYP) 2 S4.00 (TYP) NEW VERIZON WIRELESS EQUIPMENT ON STEEL PLATFORM RE: ARCH. 5 S4.00 SIM NEW ROOFTOP CABLE TRAY RE: ARCH. 3/16 (TYP) NEW STL. STAIR RE: 5/S4.00 3 S4.00 W 8 x 1 8 MC6x6.5 @ 24" O.C. GW 3 / 4 " x 1 / 8 " S T E E L BA R G R A T E PROVIDE 1/4" CAP PLATE TO END OF ALL HSS (TYP) 4 S4.00 4 S4.00 3 S4.00 HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW OTEGUI STRUCTURAL SERVICES, LLC P.O. BOX 620341 LITTLETON,CO 80162 PHONE: 720.981.5333 FAX: 720.922.7935 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 S2.10 NEW PLATFORM FRAMING PLAN CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 -3/8" = 1'-0"1 NEW PLATFORM FRAMING PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 4/6/23 T.O. NEW STEEL 36' -3 1/2" T.O. (E) ROOF 34' -4 1/2" T.O. PLATFORM 36' -4 1/2" 23 T.O. NEW RAILING 39' -10 1/2" (E) 5-1/2"x16-3/8" FLUSH MOUNTED GLULAM BEAM (TYP) (E) 2x12 @ 16" O.C. (E) GLULAM SADDLE (TYP) (E) W8x31 STL. COL. (TYP) PL 2'-4"x8"x1/4" (TYP) RE: 1/S4.00 HSS 8x6x1/4" (TYP) 1-1/2"Ø SCH. 40 PIPE RAILS @ POSTS, COPED & WELDED ALL AROUND, GRIND SMOOTH NEW VERIZON WIRELESS EQUIPMENT RE: ARCH. NEW STL. STAIR RE: 5/S4.00 NOTES: 1. CAP ALL OPEN ENDS OF NEW HSS 2. PROVIDE "G" CLIPS OR SADDLE CLIPS @ 24" ON CENTER TO ANCHOR GRATING TO STEEL FRAMING TO ALLOW FOR EASY REMOVAL OF BAR GRATING S4.00 2(TYP) 1 S4.00 W8x18 3/4" GALV. BAR GRATE PLATFORM MC6x6.5 @ 24" O.C. (TYP) RE: 3/S4.00 3 S4.00 NEW 4XS PIPE COLUMN (TYP) 3/16(TYP) HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW OTEGUI STRUCTURAL SERVICES, LLC P.O. BOX 620341 LITTLETON,CO 80162 PHONE: 720.981.5333 FAX: 720.922.7935 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 S3.00 NEW PLATFORM SECTION CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 -1/2" = 1'-0"1 NEW PLATFORM SECTION A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 4/6/23 2' - 4 " 2" 3" 9" 9" 3" 2" 8" 4"4" (4) 5/8"X6" LAGS SCREWS W/ WASHERS INTO (E) FLUSH MOUNTED GLULAM BEAMS 3/16" (E) W8 COLUMN (BELOW) 4XS PIPE COLUMN 2 S4.00 PL 1/2X8X2'-4" 4XS PIPE COLUMN PL2'-4"x8"X1/2" (4) 5/8"X6" LAG SCREWS W/ WASHERS INTO (E) FLUSH MOUNTED GLULAM BEAM (E) 5-1/2"x16-3/8" FLUSH MOUNTED GLULAM BEAM (E) DROPPED GLULAM BEAM (E) W8 COLUMN (E) RIDGID INSULATION (E) PLYWOOD DECKING (E) GLULAM SADDLE W8x18MC6x6.5 3/16 SHEAR TAB PL 5/8x3x4"GW 3/4"x1/8" STEEL BAR GRATE NOTE: PROVIDE "G" CLIPS OR SADDLE CLIPS @ 24" ON CENTER TO ANCHOR GRATING TO STEEL FRAMING TO ALLOW FOR EASY REMOVAL OF BAR GRATING MC10x8.4 11-3/4" 12 GA. GRIP STRUT TREADS W/ (2) 3/8" BOLTS EACH END (TYP) 1-1/2"Ø HANDRAIL & POST KIT ATTACH POSTS OUTSIDE OF STRINGER W/ (2) 1/2" Ø BOLTS L3x3x1/4"x0'-5" W/ 5/8"Ø THRU-BOLT AT STRINGER & (2) 5/8" BOLT @ W.F. NOTES: 1. RE: PLAN FOR TREAD COUNT AND RISE FOR EACH STAIR REQUIRED. 2. ALL STEEL SHALL BE PRIMED AND PAINTED OR HOT DIPPED GALVANIZED. BAR GRATE DECKING ATTACHED TO FLOOR JOIST RE: 3/S4.00 L3x3x1/4"x0'-3" W/ 5/8"Ø THRU-BOLT AT STRINGER & 1/2"Øx4" EMBED EXP. ANCHOR AT STOOP 11 1/2" 1' - 0" G.C. ALTERNATE:WELD 1-1/2"Ø POST TO STRINGER, COPE AND MITER ALL JOINTS AND WELD ALL AROUND. GRIND SMOOTH. (E) ROOF DECK 1/2" NEOPRENE ISOLATION PAD ON ROOF DECK HSS 8x6x1/4" 1' - 0" W8x18 3/16 SHEAR TAB PL 5/8x3x6"GW 3/4"x1/8" STEEL BAR GRATE HSS 8x6x1/4" HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW OTEGUI STRUCTURAL SERVICES, LLC P.O. BOX 620341 LITTLETON,CO 80162 PHONE: 720.981.5333 FAX: 720.922.7935 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 S4.00 DETAILS CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 -3" = 1'-0"1 BASE PLATE DETAIL-3/4" = 1'-0"2 BASE PLATE CONNECTION DETAIL -1 1/2" = 1'-0"3 FLOOR JOIST ATTACHMENT DETAIL-1/2" = 1'-0"5 STEEL STAIR SECTION -1 1/2" = 1'-0"4 PLATFORM FRAMING CONNECTION DETAIL A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 4/6/23 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION. 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED. 3. ELECTRICAL 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. 4. 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 UNDER-WRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES AND O.S.H.A. 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY ALL REQUIRED FEES. 8. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 9. ALL CONDUIT ONLY (C.0.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE. 10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUITS, WITHIN 10 WORKING DAYS OF PROJECT COMPLETION ELECTRICAL "AS BUILT" DRAWINGS, SHOWING ACTUAL 11. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION. 12. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER. 13. THE EXTERIOR GROUND RING SHALL BE TESTED PER VERIZON WIRELESS SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR LESS. IF NOT NOTIFY ENGINEER. 14. 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, AND A MINIMUM OF 10,000 A.I.C. 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 17. 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 TENDONS AND REBARS WILL NOT BE DRILLED INTO, CUT, OR DAMAGED UNDER ANY CIRCUMSTANCES. 18. LOCATION OF TENDONS AND RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS. 19. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS 20. ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO COMMENCEMENT OF THE WORK. 22. UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS, GROUNDING TEST. GROUNDING TEST SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCY, WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL. 23. CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A COMPLETE AND UNDAMAGED CONDITION. 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT. 25. ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED. 26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS). 27. ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN LUG AND BUS BAR. 28. ALL ABOVE GROUND CONDUIT SHALL BE EMT GALVANIZED CONDUIT WITH WEATHERPROOF FITTINGS. 29. LABEL PANEL WITH AVAILABLE FAULT VALUE (PERMANENT LABEL). * DATE OF JOB COMPLETION SHALL BE THE DATE ON THE CONTRACTOR'S "NOTICE OF COMPLETION" SUBMITTED TO THE OWNER. POWER CONDUCTOR PANELBOARD DISCONNECT SWITCH METER ELECTRICAL EQUIPMENT ENCLOSURE GENERATOR RECEPTACLE LIGHT SWITCH DUPLEX OUTLET QUADPLEX OUTLET GFI GFCI OUTLET GROUND CONDUCTOR COMPRESSION TYPE CONNECTION EXOTHERMIC WELD COPPER CLAD GROUND ROD (5/8" x10') GROUND ROD WITH INSPECTION SLEEVE PATH AND NUMBER OF CONDUCTORS TEST WELL TRANSFORMER STAND-BY GENERATOR G METERM AUTOMATIC TRANSFER SWITCH INTEGRATED TRANSFER SWITCH FUSED DISCONNECT LOCAL DISCONNECT CIRCUIT BREAKER POWER PLAN SYMBOLS GROUNDING PLAN SYMBOLS ONE LINE DIAGRAM SYMBOLS GEN. PLUG 1. REFER TO VERIZON WIRELESS GROUNDING SPECIFICATIONS FOR ALL GROUNDING REQUIREMENTS. 2. BOND AND GROUND ANY PROPOSED STRUCTURAL STEEL, CONCRETE REINFORCING AND OTHER METALLIC BUILDING ELEMENTS, REFER TO VERIZON WIRELESS SPECIFICATIONS FOR EXACT REQUIREMENTS. 3. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL BONDING AND GROUNDING TO THE SITE'S OUTER GROUNDING SYSTEM DURING THE CONSTRUCTION PHASE OF THE BUILDING. 4. CONTRACTOR IS TO CONDUCT FREQUENT INSPECTIONS DURING THE CONSTRUCTION PHASE TO ENSURE THAT ALL GROUNDING ARRANGEMENTS ARE MADE ACCORDING TO THE GROUNDING DESIGN SPECIFICATIONS. 5. DO NOT RETROFIT (OR UPGRADE) ESTABLISHED SITES THAT DO NOT MEET ALL THE REQUIREMENTS OF VERIZON WIRELESS GROUNDING STANDARD UNLESS THERE ARE DOCUMENTED OCCURRENCES OF EQUIPMENT DAMAGES AND/OR SERVICE AFFECTING CONDITIONS. 6. USE ONLY VERIZON WIRELESS-APPROVED MATERIALS SUCH AS COPPER FOR MOST ELECTRICAL WORK AND ALUMINUM FOR CERTAIN APPLICATIONS FOR SITE GROUNDING SYSTEM, ELECTRICAL PROTECTION COMPONENTS AND AC WIRING. 7. USE THE SAME METAL THROUGHOUT THE GROUND SYSTEM WHEN POSSIBLE 8. IF DIFFERENT METALS MUST BE CONNECTED, BOND THEM BY EXOTHERMICALLY WELDING THEM TOGETHER. 9. USE TINNED COPPER WHEN CONNECTING TO GALVANIZED STEEL. 10. DO NOT BOND COPPER AND ALUMINUM TOGETHER UNLESS USING SPECIFICALLY DESIGNED EXOTHERMIC MATERIALS DESIGNED FOR THIS APPLICATION ARE USED OR A BIMETALLIC TRANSITIONAL CONNECTION IS UTILIZED. 11. MAKE ALL BONDING ATTACHMENTS TO CLEAN, UNPAINTED METAL SURFACES OR USE APPROVED PAINT PIERCING WASHERS. 12. PAINTED SURFACES MUST BE SCRAPED, CLEANED, AND LIGHTLY COATED WITH THE APPLICABLE COMPOUND. 13. ALL INDOOR OR OUTDOOR POWER OR GROUNDING CONNECTIONS SHALL BE PROTECTED AGAINST CORROSION BY USE OF A THIN COATING OF ANTI-OXIDATION COMPOUND. A COPPER COSMOLINE GREASE BASED COMPOUND (NO OX-ID) SHALL BE USED ON ALL COPPER TO COPPER CONNECTIONS. A ZINC BASED (GREY COLORED) COMPOUND SHALL BE USED ON ALL COPPER TO STEEL CONNECTIONS. WHERE OTHER COMPOUNDS SUCH AS KOPPER-SHIELD ETC EXIST, THEY MAY BE 'GRANDFATHERED' IN PLACE. PENTROX GREASE OR AN APPROVED EQUAL SHALL BE USED ON ALUMINUM CONNECTIONS. 14. DO NOT WELD GROUNDING CONDUCTORS TO THE STRUCTURAL MEMBERS OF TOWERS, INCLUDING DOWN GUYS AND ANCHOR RODS. 15. BOND ALL METALLIC OBJECTS (SUCH AS WATER PIPES, CONDUITS, METAL FUEL TANKS WITHOUT CATHODIC PROTECTION, METAL FENCES, HVAC, ETC.) THAT ARE WITHIN 6 FEET (1.8 M) OF THE GROUND RING, OR FROM ANY OTHER GROUNDED CONDUCTOR, TO GROUND RING OR TO THE GROUNDED CONDUCTOR. HARDWARE 16. ALL OUTDOOR HARDWARE (BOLTS, SCREWS, NUTS, WASHERS) SHALL BE 18-8 STAINLESS STEEL TYPE GRADE. INDOORS, GRADE 5 STEEL HARDWARE MAY BE USED. CHOOSE BOLT LENGTH TO ALLOW THE EXPOSURE OF AT LEAST TWO THREADS. 17. WHEN BONDING TO A METALLIC OBJECT WHERE ACCESS IS LIMITED TO ONLY ONE SURFACE, USE DRILLING & TAPPING OR SELF DRILLING SCREWS. DO NOT USE SHEET METAL SCREWS. 18. ALL GROUNDING CONDUCTORS SHOULD PRESERVE A DOWNWARD TO HORIZONTAL COURSE AND BE AS STRAIGHT AS POSSIBLE AND AVOID SHARP TURNS. 19. DO NOT USE U-SHAPED GROUNDING CONDUCTOR RUNS (U-TURNS IN THE WIRING) OR BONDING LAYOUTS TO REDUCE ARC- OVERS 20. ALL GROUNDING CONDUCTS MUST BE RUN IN NONMETALLIC CONDUIT. ROUTE ALL CONDUCTORS THROUGH NONMETALLIC SLEEVES WHEN PENETRATING FLOORS, CEILINGS, AND WALLS. 21. IF THE USE OF METALLIC CONDUIT CANNOT BE AVOIDED, BOND BOTH ENDS OF THE CONDUIT TO THE GROUNDING CONDUCTOR BEING ROUTED THROUGH THE CONDUIT 22. KEEP LENGTHS OF CONDUCTORS TO A MINIMUM 23. USE MULTIPLE CONDUCTING PATHS. PARALLEL PATHS ARE ONLY DESIRABLE WHEN SENSITIVE ELECTRONIC EQUIPMENT IS NOT PART OF THE CONDUCTOR PATH 24. KEEP BENDS IN CONDUCTORS TO A MINIMUM. 25. THE MINIMUM INSIDE BENDING RADIUS IS: A. 6 INCHES (0.15M) FOR CONDUCTORS UP TO #6 GAUGE. B. 12 INCHES (0.3M) FOR CONDUCTORS #6 TO #4/0 GAUGE. C. 24 INCHES (0.6M) FOR CONDUCTORS #4/0 GAUGE AND LARGER 25. GROUND CONDUCTORS MUST NEVER BE ENCIRCLED WITH FERROUS METAL CLAMPS, PLACED THROUGH METAL WALLS, METAL PLATES, OR SHORT SECTIONS OF METAL CONDUIT, AND MUST NEVER BE PLACE IN THE SAME CABLE RACK AS DC POWER CABLES, HIGH FREQUENCY CABLES, ETC. 26. WHEN ATTACHING PVC CONDUITS TO ANY SURFACE UTILIZE NONCONDUCTIVE FASTENERS OR NONFERROUS FASTENERS ONLY. 27. IF CONNECTIONS BETWEEN ALUMINUM CONDUCTORS AND STEEL OBJECTS MUST BE MADE, TINNED LUGS AND PENTROX SHALL BE USED. WHERE THERE ARE CONCERNS THAT THE PENTROX MAY NOT PROVIDE ADEQUATE INTERFACING, THEN A BIMETAL SPLICE BETWEEN THE ALUMINUM CONDUCTOR AND A SHORT LENGTH OF COPPER CONDUCTOR MAY BE USED. 28. ALL OF THE BONDING AND GROUNDING CONDUCTORS SPECIFIED FOR ROOFTOP CELL AND MICROWAVE SYSTEMS IS BARE WIRE. INSULATED WIRE SHALL NOT BE SPECIFIED OR SUBSTITUTED FOR THE BONDING AND GROUNDING CONDUCTORS OF ROOFTOP INSTALLATIONS. -1 ELECTRICAL NOTES -2 ELECTRIC SYMBOLS LEGEND AND CALCULATIONS -3 GROUNDING NOTES HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW APR 10 2023 GARY CAWTHORNE, P.E. GAC ENGINEERING, LLC. 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.810.4010 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 E1.00 ELECTRICAL NOTES & SYMBOLS CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR HOPKINS AVE. MILL ST. (E) ALLEY (E) BUILDING (E) BUILDING (E) BUILDING (E) BUILDING (E) BUILDING (E) GEN PLUG MOUNTED TO WALL IN (E) UTILITY AREA @ GRADE (BELOW) RE: 1,2/E3.00 NEW (3) #3/0, 1 #6G, 2"C ROUTED FROM (E) GEN PLUG IN UTILITY AREA @ GRADE TO NEW EQUIPMENT PLATFORM (APPROX 220 L.F.) RE: 2/E3.00 NEW ILC MOUNTED TO RAILING ON NEW STL. PLATFORM RE: 2/E3.00 NEW 4"Ø FIBER CONDUIT W/ FIBER INNERDUCT ROUTED FROM (E) FIBER ENCLOSURE @ GRADE TO NEW EQUIPMENT PLATFORM (APPROX 90 L.F.) (E) 500 KVA, 3Ø, 120/208V PAD MOUNTED TRANSFORMER (BELOW) RE: 1,2/E3.00 NEW CABLE TRAY ON (E) ROOFTOP RE: ARCH. REMOVE & REPLACE (E) INACTIVE METER W/ NEW J-BOX RE: 1,2/E3.00 (2) NEW ELEC. CONDUCTORS & CONDUITS ROUTED UP EXTERIOR WALL FROM NEW J-BOX TO ROOFTOP RE: 2/E3.00 (E) OPEN AIR UTILITY AREA @ GRADE (BELOW) (E) VERIZON WIRELESS EQUIPMENT ROOM RE: ARCH. (E) FIBER BOX @ GRADE IN UTILITY AREA NEW 4"Ø FIBER CONDUIT ROUTED TO NEW ROOFTOP CABLE TRAY IN CONDUIT NEW (3) #3/0, 2"C ROUTED FROM NEW J-BOX IN UTILITY AREA @ GRADE TO NEW EQUIPMENT PLATFORM (APPROX 220 L.F.) RE: 2/E3.00 HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT 1st REVIEW 2nd REVIEW MAY 02 2023 GARY CAWTHORNE, P.E. GAC ENGINEERING, LLC. 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.810.4010 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 E2.00 ELECTRICAL SITE PLAN CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1/16" = 1'-0"1 ELECTRICAL/FIBER SITE PLAN A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC (E) 500 KVA PAD MOUNT 120/208V, 3Ø, 4W TRANSFORMER Isc = 77,100A (E) 3000A 120/208V SWITCHGEAR(E) 8x4-500 THHN CU, 3"C (APPROX 15 L.F.) Isc = 73,245A (E) PULL BOX (E) 3 #3/0 THHN CU, 2"C (APPROX 30 L.F.) NEW J-BOX IN PLACE OF DEMO'D METER ROOFTOP UTILITY AREA @ GRADE (E) 200A GEN PLUG (E) GROUND M (E) 200A VERIZON WIRELESS METER W/ 200A 3-POLE 240VAC PULLOUT SWITCH W/ (2) 200A CLASS-T FUSES NEW 3 #3/0, 1 #6G, 2"C (APPROX 220 L.F.) NEW 3 #3/0, 1 #6G, 2"C (APPROX 220 L.F.) X ISC = 5,127A NEW #4 COPPER TO GROUND BAR -BOND TO NEUTRAL NEW ILC W/ 200A/2P ATS, (2) 200A MCBs & PANELBOARD "LA" FOR EQUIPMENT CABINET -LABEL "SERVICE DISCONNECT" f == M == Isc== 1 f == M == Isc == 1 0.05 1 + 0.05 0.95 0.95 x 77100A 73245AIC 12.65 1 + 12.65 0.07 0.07 x 73245A 5127AIC 1.732 x 15FT x 77100A 8 x 26706 x 208V 2 x 250FT x 73245A 13923 x 208V A. SERVICE B. PANEL FEEDER VOLTAGE DROP CALCULATION 1000 = == Vdrop = 0.076 x 2.20V 2.20V 0.0106 1.06% x 116A250 208 FAULT CALCULATIONS Ø 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 VA CKT POLE BKR WIRE DESCRIPTIONVACKTPOLEBKRWIREDESCRIPTION PHASE A: VOLTAMPS PHASE B: VOLTAMPS PANEL LOAD CALCULATIONS LIGHTS VOLTAMPS X 1.25 = RECEPTACLES- 1ST 10KVA VOLTAMPS X 1.00 = LARGEST MOTOR VOLTAMPS X 1.25 = REMAINDER MOTORS VOLTAMPS X 1.00 = RECTIFIER VOLTAMPS X 1.00 = OTHER VOLTAMPS X 1.00 = VOLTAMPS VOLTAMPS VOLTAMPS VOLTAMPS VOLTAMPS VOLTAMPS TOTAL DEMAND A.I.C. RATING (MINIMUM), NEMA ENCLOSURE, ENCLOSURE VOLTS PHASE WIRES, SN,AMP BUS AMP MAIN PANEL: - - - - - - - - - - - - - - - - - - - - - - - TYPE A B A B A B A B A B A B A 12240 11880 0 1080 0 0 23040 0 0 1080 0 0 23040 0 24120 116 3 A B A B A B A B AMPS,1Ø, 3W 10,000 3R SURFACE 120/ 208 1 200 200 MCB LA 1440360 14401440 14401440 14401440 14401440 14401440 3601440 3601440 1440 1440 1440 #10302 30 #1030 #1220 SPACE RECTIFIER 8 #102 RF CABINET A GFCI 2 1 SPACE SPACE --- SPACE --- --- #10 30 2RECTIFIER 1 #10 30 2RECTIFIER 2 #10 30 2RECTIFIER 3 #10 30 2RECTIFIER 4 #10 30 2RECTIFIER 5 - - - - -SPACE SPACE--- RECTIFIER 6 RECTIFIER 7 #12 15 1GFCI ON H-FRAME - - -SPACE - - -SPACE SPACE--- - - -SPACE - - -SPACE - - - -SPACE SPACE--- SPACE--- SPACE--- SPACE--- --- --- SPACE SPACE #1220 RF CABINET B GFCI1 --- --- SPACE SPACE - - -SPACE - - -SPACE - - -SPACE (E) 500 KVA PAD MOUNT 120/208V, 3Ø, 4W TRANSFORMER M (E) 3000A 120/208V SWITCHGEAR(E) 8x4-500 THHN CU, 3"C (APPROX 15 L.F.) (E) PULL BOX (E) 3 #3/0 THHN CU, 2"C (APPROX 30 L.F.) REMOVE (E) VERIZON WIRELESS METER, REPLACE W/ NEW J-BOX (E) 50 KVA 208 x 120/240V STEP-UP TRANSFORMER EQUIPMENT ROOM UTILITY AREA @ GRADE (E) TRANSFER SWITCH REMOVE (E) 3 #3/0, 1 #6G, 2"C (APPROX 120 L.F.) (E) 200A GEN PLUG (E) 3 #3/0, 1 #6G, 2"C (APPROX 15 L.F.) (E) GROUND M (E) 3 #3/0 THHN CU, 2"C (APPROX 30 L.F.) (E) PANEL 'G1-A' (E) 200A VERIZON WIRELESS METER W/ 200A 3-POLE 240VAC PULLOUT SWITCH W/ (2) 200A CLASS-T FUSES (E) 120/208V DISCONNECT (E) 120/240V DISCONNECT -2 NEW ONE LINE DIAGRAM -3 FAULT CALCULATIONS -4 PANEL SCHEDULE HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT 1st REVIEW 2nd REVIEW MAY 02 2023 GARY CAWTHORNE, P.E. GAC ENGINEERING, LLC. 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.810.4010 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 E3.00 PANEL SCHEDULE & ONE LINE DIAGRAM CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP -1 DEMO ONE LINE DIAGRAM A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC GROUND ROD WITH INSPECTION SLEEVE GROUND ROD EXOTHERMIC WELD COMPRESSION TYPE WELD GROUNDING CONDUCTOR GROUND BAR PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES -TYPE PT BOND JUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES TYPE SS HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT "C" CONNECTOR HYPRESS TYPE YGHC COPPER LUGS TWO HOLE -LONG BARREL LENGTH TYPE YA-2 VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO FACE OF VERTICAL PIPES TYPE VS NEW RF CABINET NEW PDF & BATTERY CABINET NE W I L C (2) #4 AWG FROM ILC TO MGB (2) #2 AWG FROM NEW STL. STAIR TO MGB (2) #2 AWG FROM NEW CABLE TRAY TO MGB (2) #2 AWG FROM NEW CABINET TRAY TO MGB (TYP) (2) #2 AWG FROM NEW GPS ANTENNA TO MGB RE: 4/A4.00 (2) #2 AWG FROM MGB TO (E) BUILDING STL. (2) #2 AWG FROM EA. CORNER OF NEW EQUIPMENT PLATFORM TO MGB (TYP) NEW CABLE TRAY ON (E) ROOFTOP RE: ARCH (2) #2 AWG FROM EA. NEW CABINET TO MGB RE: 4/A4.00 GPS ANTENNA GROUNDING CABLE TO PIPE CONNECTOR (BURNDY TYPE GAR) GPS PIPE 1/2"Ø COAX TO RADIO CABINET #6 GREEN JACKETED AWG TO GROUND BAR NOTE: RE: ARCH. FOR MOUNTING CONFIGURATION -2 CAD WELD DETAILS HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME CONSULTANT 1st REVIEW 2nd REVIEW APR 10 2023 GARY CAWTHORNE, P.E. GAC ENGINEERING, LLC. 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.810.4010 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 E4.00 GROUNDING PLAN & DETAILS CO3 ASPEN NRD SGP 205 SOUTH MILL ST. #110 ASPEN, CO 81611 -1/4" = 1'-0"1 NEW EQUIPMENT PLATFORM GROUNDING PLAN -4 NOT USED -3 GPS ANTENNA GROUNDING DETAIL A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 3 KEY NOTES: 1) COPPER GROUND BAR OR APPROVED EQUAL, 1/4" x 4" X 12".HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2) SPACERS AS REQUIRED 3) 5/8" LOCKWASHERS 4) WALL MOUNTING BRACKET 5) 5/8" -11 H.H.C.S. BOLTS (VERIFY LENGTH) 6) USE TAMPER RESISTANT MOUNTING HARDWARE 4 5 1 2 6 NOTES: 1. THE DISTANCE BETWEEN COAXIAL CABLE SHIELD CIGBE BARS SHALL NOT EXCEED 100'. THIS MAY REQUIRE BONDING AT THE TOP, BOTTOM AND TWO LOCATIONS IN THE MIDDLE OF THE TOWER FOR TALLER TOWERS. EACH RF CABLE SHIELD SHALL BE BONDED AT A MINIMUM OF TWO (2) POINTS ON THE TOWER (TOP AND BOTTOM). ONLY NEEDED WHEN YOU ARE INSTALLING A NEW GROUND BAR GROUNDING NOTES 1. REFER TO VERIZON WIRELESS GROUNDING SPECIFICATIONS FOR ALL GROUNDING REQUIREMENTS. 2. BOND AND GROUND ANY PROPOSED STRUCTURAL STEEL, CONCRETE REINFORCING AND OTHER METALLIC BUILDING ELEMENTS, REFER TO VERIZON WIRELESS SPECIFICATIONS FOR EXACT REQUIREMENTS. 3. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL BONDING AND GROUNDING TO THE SITE'S OUTER GROUNDING SYSTEM DURING THE CONSTRUCTION PHASE OF THE BUILDING. 4. CONTRACTOR IS TO CONDUCT FREQUENT INSPECTIONS DURING THE CONSTRUCTION PHASE TO ENSURE THAT ALL GROUNDING ARRANGEMENTS ARE MADE ACCORDING TO THE GROUNDING DESIGN SPECIFICATIONS. 5. DO NOT RETROFIT (OR UPGRADE) ESTABLISHED SITES THAT DO NOT MEET ALL THE REQUIREMENTS OF VERIZON WIRELESS GROUNDING STANDARD UNLESS THERE ARE DOCUMENTED OCCURRENCES OF EQUIPMENT DAMAGES AND/OR SERVICE AFFECTING CONDITIONS. 6. USE ONLY VERIZON WIRELESS-APPROVED MATERIALS SUCH AS COPPER FOR MOST ELECTRICAL WORK AND ALUMINUM FOR CERTAIN APPLICATIONS FOR SITE GROUNDING SYSTEM, ELECTRICAL PROTECTION COMPONENTS AND AC WIRING. 7. USE THE SAME METAL THROUGHOUT THE GROUND SYSTEM WHEN POSSIBLE. 8. IF DIFFERENT METALS MUST BE CONNECTED, BOND THEM BY EXOTHERMICALLY WELDING THEM TOGETHER. 9. USE TINNED COPPER WHEN CONNECTING TO GALVANIZED STEEL. 10. DO NOT BOND COPPER AND ALUMINUM TOGETHER UNLESS USING SPECIFICALLY DESIGNED EXOTHERMIC MATERIALS DESIGNED FOR THIS APPLICATION ARE USED OR A BIMETALLIC TRANSITIONAL CONNECTION IS UTILIZED. 11. MAKE ALL BONDING ATTACHMENTS TO CLEAN, UNPAINTED METAL SURFACES OR USE APPROVED PAINT PIERCING WASHERS. 12. PAINTED SURFACES MUST BE SCRAPED, CLEANED, AND LIGHTLY COATED WITH THE APPLICABLE COMPOUND. 13. ALL INDOOR OR OUTDOOR POWER OR GROUNDING CONNECTIONS SHALL BE PROTECTED AGAINST CORROSION BY USE OF A THIN COATING OF ANTI- OXIDATION COMPOUND. A COPPER COSMOLINE GREASE BASED COMPOUND (NO OX-ID) SHALL BE USED ON ALL COPPER TO COPPER CONNECTIONS. A ZINC BASED (GREY COLORED) COMPOUND SHALL BE USED ON ALL COPPER TO STEEL CONNECTIONS. WHERE OTHER COMPOUNDS SUCH AS KOPPER-SHIELD ETC EXIST, THEY MAY BE 'GRANDFATHERED' IN PLACE. PENTROX GREASE OR AN APPROVED EQUAL SHALL BE USED ON ALUMINUM CONNECTIONS. 14. DO NOT WELD GROUNDING CONDUCTORS TO THE STRUCTURAL MEMBERS OF TOWERS, INCLUDING DOWN GUYS AND ANCHOR RODS. 15. BOND ALL METALLIC OBJECTS (SUCH AS WATER PIPES, CONDUITS, METAL FUEL TANKS WITHOUT CATHODIC PROTECTION, METAL FENCES, HVAC, ETC.) THAT ARE WITHIN 6 FEET (1.8 M) OF THE GROUND RING, OR FROM ANY OTHER GROUNDED CONDUCTOR, TO GROUND RING OR TO THE GROUNDED CONDUCTOR. HARDWARE 16. ALL OUTDOOR HARDWARE (BOLTS, SCREWS, NUTS, WASHERS) SHALL BE 18-8 STAINLESS STEEL TYPE GRADE. INDOORS, GRADE 5 STEEL HARDWARE MAY BE USED. CHOOSE BOLT LENGTH TO ALLOW THE EXPOSURE OF AT LEAST TWO THREADS. 17. WHEN BONDING TO A METALLIC OBJECT WHERE ACCESS IS LIMITED TO ONLY ONE SURFACE, USE DRILLING & TAPPING OR SELF DRILLING SCREWS. DO NOT USE SHEET METAL SCREWS. 18. ALL GROUNDING CONDUCTORS SHOULD PRESERVE A DOWNWARD TO HORIZONTAL COURSE AND BE AS STRAIGHT AS POSSIBLE AND AVOID SHARP TURNS. 19. DO NOT USE U-SHAPED GROUNDING CONDUCTOR RUNS (U-TURNS IN THE WIRING) OR BONDING LAYOUTS TO REDUCE ARC-OVERS 20. ALL GROUNDING CONDUCTS MUST BE RUN IN NONMETALLIC CONDUIT. ROUTE ALL CONDUCTORS THROUGH NONMETALLIC SLEEVES WHEN PENETRATING FLOORS, CEILINGS, AND WALLS. 21. IF THE USE OF METALLIC CONDUIT CANNOT BE AVOIDED, BOND BOTH ENDS OF THE CONDUIT TO THE GROUNDING CONDUCTOR BEING ROUTED THROUGH THE CONDUIT 22. KEEP LENGTHS OF CONDUCTORS TO A MINIMUM 23. USE MULTIPLE CONDUCTING PATHS. PARALLEL PATHS ARE ONLY DESIRABLE WHEN SENSITIVE ELECTRONIC EQUIPMENT IS NOT PART OF THE CONDUCTOR PATH 24. KEEP BENDS IN CONDUCTORS TO A MINIMUM. 25. THE MINIMUM INSIDE BENDING RADIUS IS: A. 6 INCHES (0.15M) FOR CONDUCTORS UP TO #6 GAUGE. B. 12 INCHES (0.3M) FOR CONDUCTORS #6 TO #4/0 GAUGE. C. 24 INCHES (0.6M) FOR CONDUCTORS #4/0 GAUGE AND LARGER 26. GROUND CONDUCTORS MUST NEVER BE ENCIRCLED WITH FERROUS METAL CLAMPS, PLACED THROUGH METAL WALLS, METAL PLATES, OR SHORT SECTIONS OF METAL CONDUIT, AND MUST NEVER BE PLACE IN THE SAME CABLE RACK AS DC POWER CABLES, HIGH FREQUENCY CABLES, ETC. 27. WHEN ATTACHING PVC CONDUITS TO ANY SURFACE UTILIZE NONCONDUCTIVE FASTENERS OR NONFERROUS FASTENERS ONLY. 28. IF CONNECTIONS BETWEEN ALUMINUM CONDUCTORS AND STEEL OBJECTS MUST BE MADE, TINNED LUGS AND PENTROX SHALL BE USED. WHERE THERE ARE CONCERNS THAT THE PENTROX MAY NOT PROVIDE ADEQUATE INTERFACING, THEN A BIMETAL SPLICE BETWEEN THE ALUMINUM CONDUCTOR AND A SHORT LENGTH OF COPPER CONDUCTOR MAY BE USED. 29. ALL OF THE BONDING AND GROUNDING CONDUCTORS SPECIFIED FOR ROOFTOP CELL AND MICROWAVE SYSTEMS IS BARE WIRE. INSULATED WIRE SHALL NOT BE SPECIFIED OR SUBSTITUTED FOR THE BONDING AND GROUNDING CONDUCTORS OF ROOFTOP INSTALLATIONS. MIN. #6 AWG STRANDED GREEN COPPER CONDUCTORS TO EACH EQUIPMENT RACK (TYP (2) LEADS PER CABINET GROUND BAR AT EXTERIOR OF SHELTER MIN. #2 AWG SOLID BTCW GROUND RING MIN. #6 AWG STRANDED GREEN COPPER CONDUCTOR TO INTERIOR HALO NOTES: 1. VERIFY EXISTING INTERIOR GROUNDING IS SUFFICIENT FOR NEW EQUIPMENT INSTALLATION AND GROUND ALL NEW INSTALLED EQUIPMENT AS REQUIRED BY VERIZON WIRELESS STANDARDS 2. CONNECT THE EQUIPMENT FRAMES TO THE MGB/FGB, USING A MINIMUM OF #6 AWG STRANDED COPPER, GREEN-INSULATED CONDUCTOR. TO ASSURE A GOOD CONNECTION AT THE FRAME, CLEAN THE CONNECTION POINT ON THE FRAME TO BARE METAL, APPLY AN ANTI-OXIDATION COMPOUND, AND CONNECT USING A TWO-HOLE, LONG-BARREL COMPRESSION LUG. SOME EXISTING SITES MAY BE USING SINGLE HOLE LUGS FOR THESE PURPOSES. THESE CONNECTIONS SHOULD NOT BE REPLACED "IF" THE RUNS ARE TO SHORT AND THERE IS NO LIKELIHOOD OF MECHANICAL STRESS ON THE CABLE THAT WOULD LOOSEN THESE CONNECTIONS. 3. DC DISTRIBUTION PANELS, CHASSIS, BATTERY RACKS, FRAMES AND CHASSIS OF RECTIFIERS AND RECTIFIERS SHOULD BE BONDED DIRECTLY TO THE MGB/FGB. WHEN UTILIZING AN INTEGRATED DC/DC CONVERTER SYSTEM, THE 48-VOLT RETURN DISTRIBUTION BAR SHALL BE BONDED TO THE 24-VOLT RETURN DISTRIBUTION BAR WITH A MINIMUM CONDUCTOR SIZE OF A #2, STRANDED COPPER CONDUCTOR, IN A WIRELESS SHELTER WITH A DEDICATED 48-VOLT PLANT, THE 48-VOLT RETURN DISTRIBUTION BAR SHALL BE BONDED TO THE MGB. ALL BATTERY FRAMES SHALL BE BONDED TO THE MGB WITH A #6 GREEN THWN INSULATED CONDUCTOR. (ONLY APPLICABLE WHEN MODIFICATIONS ARE REQUIRED TO THE BATTERY OR POWER PLANT.) 4. VERIFY (E) SYSTEM IS PER ATTACHED NOTES AND DETAILS AND IF NOT NOTIFY P.M. FOR REQUIRED UPGRADES. ONLY NEEDED WHEN YOU ARE INSTALLING NEW EQUIPMENT RACK OR CABINET TYPICAL ANTENNA SECTOR OVP RR H MO U N T I N G RRH INTERNAL GROUNDING KIT PER MANUFACTURER SPECS. (TYP) GROUND OVP METAL MOUNTING STAND W/ WEATHERPROOF KIT (TYP) PIPE GROUND CLAMP #6 THWN GREEN INSULATED BATTERY RACK EQUIPMENT RACK GROUND EQUIPMENT RACK OR BATTERY CONNECTION #6 THWN GREEN INSULATED SECTOR GROUND BAR RE: 3/A6.00 GROUND BAR AT INTERIOR OF EQUIPMENT SHELTER RE: 2, & 3/A6.00 #2 AWG SOLID BTCW (TYP) NOTE: GROUNDING SCHEMATIC IS DIAGRAMMATIC AND DOES NOT REFLECT ACTUAL EQUIPMENT LAYOUT ORIENTATION. REFER TO PLANS FOR DIRECTION. COMPRESSION TYPE CONNECTION EXOTHERMIC WELD ONLY NEEDED FOR NEW INTERIOR EQUIPMENT RACKS ATTACH TO EXISTING BUILDING GROUNDING SYSTEM ATTACH TO EXISTING BUILDING GROUNDING SYSTEM #2 AWG SOLID BTCW (TYP) N.T.S.-3 GROUND BAR DETAIL -4 GROUNDING NOTES N.T.S.-2 INTERIOR GROUNDING N.T.S.-1 GROUNDING SCHEMATIC HY B R I D & C O A X C A B L E S FI B E R BB U / R R H MW / F I B E R E Q . PO W E R / G R O U N D I N G OV P / E L E C . E Q . GE N . C O N S T . / U T I L I T Y E A S E M E N T AC C E S S / U T I L I T Y E A S E M E N T EX I S T I N G E A S E M E N T LE A S E A R E A AN T E N N A S PE N E T R A T I O N S PROJECT INFORMATION 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 SITE NAME SITE I.D. CONSULTANT 1st REVIEW 2nd REVIEW MAY 02 2023 GARY CAWTHORNE, P.E. GAC ENGINEERING, LLC. 1230 E. 130TH AVE, UNIT B THORNTON, CO 80241 PHONE: 303.810.4010 VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DR. STE 300 LONE TREE, CO 80124 E5.00 GROUNDING SCHEMATIC CO3 ASPEN 185 205 SOUTH MILL ST. #110 ASPEN, CO 81611 NRD SGP A 03/02/23 CD REVIEW JT B 03/30/23 CD REVIEW QTR 0 04/06/23 CD ISSUE QTR 1 05/02/23 CD RE-ISSUE BKC