Loading...
HomeMy WebLinkAbout10030 W 27th AvenueWest Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Occupant Name: Chronic Therapy (OTHER, TI) Address: 10030 West 27th Avenue Wheat Ridge, CO 80215 Permit Number: N/A Plan Type Original Pass Fail N/A Plan Review General [x] [ ] [ ] G.30 REVIEW FEES: number 20061314506 of $362.00 Contractor: InspectionType: Inspection Date Inspected By: Streamline Management LLC Plan Review - Tenant Improvement 6/13/2020 Kelly Brooks 303-989-4307 Your plans have been approved. Follow this Link and the steps below to reconcile your invoice. 1. Select "Life Safety" under the Bill Type options 2. Enter invoice 3. Select the associated permit type from the "Permit/Fee Type" drop down menu 4. Select "Construction Permit" in the "WMFR Acct#" drop down menu 5. Enter the Job Address 6. Enter payment amount 7. Select Pay by Card to complete the transaction Once completed, you are no longer required to send us a copy of your payment receipt. It is your responsibility to retain a copy for your records. Your payment will be processed within (1) business day after it was made and has posted to our Heartland account. Once payment has been confirmed, a link to the reviewed plans will be emailed to the contact listed on the permit. Please be sure to check your junk mail folder if you're anticipating a link email from our office. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 6 F Job Address: 1 O �) 7� uSi- Permit Number: 7-0 Z -O 01360 i r r 7tl �A r int i ��'�C�+.��'tii� f�a'�� ;Jg•? fri<• ,.i%v4{ i���• d ❑ No one available for inspection: Time LIS AM/PMS Re -Inspection required:. Yes' No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 6( ` Job Address: M3,:vo Permit Number: cal Q c010 U 17 6U I— J No one available for inspection: Time AM/PM Re -Inspection required: ,Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci, wheatridge.co. usrnspection Date:i �e a_ a l6 u) Inspector:_ DO NOT REMOVE THIS NOTICE IV � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: qd _t Job Address: � --0�k--Z. —�.A` 4_-T Permit Number:` { ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yq� N When corrections have been made fs ule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinsp tion Dat• . Inspector: �,_. ' City of Wheat Ridge Commercial Remodel PERMIT - 202001300 PERMIT NO: 202001300 ISSUED: 08/26/2020 JOB ADDRESS: 10030 W 27th Ave EXPIRES: 08/26/2021 JOB DESCRIPTION: Minor reconfiguration of reception and sales area - 240 sq ft total Tenant: Chronic Therapy *** CONTACTS *** OWNER (303)233-3087 STREAMLINE MANAGEMENT LLC GC (720)260-0443 JEREMY JEWETT 130047 J2 CONTRACTORS LLC SUB (720)394-93.87 KRISTOPH/NICOLE HARTMAN 130059 FULL CONTACT ELECTRICAL SYSTEM *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Plan Review Fee 215.22 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 924.32 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Remodel PERMIT - 202001300 202001300 10030 W 27th Ave Minor reconfiguration I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accon►panying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androccdures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Tuesday, July 14, 2020 7:05:24 AM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to 522C6382-C693-4259-A9FB-F7C4735ACD8B.ioea Fire Department Begin Application PROPERTY INFORMATION Property Address 10030 West 27th Avenue Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Streamline Management c/o Jason Saunders [ci�xII�zcxaci�I:�l jason@chronictherapy.co FDB53845-7152-40A0-8CC2-74BB76CCA5D2. ipea APPLICANT INFORMATION Contact Name of George Hartman Person Submitting Application What is your role in the Property Owner project? Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Questions 303-475-4175 george@chronictherapy.co Retype Contact Email george@chronictherapy.cc Address DESCRIPTION OF WORK Is this for a new No tenant? Business Name of chronic Therapy Tenant Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Iii .i . STiTtamr, Square Footage Area of Work Being Performed Asbestos Report - if applicable Minor reconfiguration of the reception & sales area. Reception & Sales area 240 Field not completed. Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract 18000.00 $18,000 valuation is OK value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for George Hartman Permit Email not displaying correctly? View it in your browser. Occupant Name: Address: Permit Number: Plan Type Pass Fail N/A West Metro Fire Protection D $ trIci 433 S. Allison Pkwy, Lakewood. CO 802:6 Chronic Iherapy (OTHER, TI) 10030 West 27th Avenue Wheat Ridge, CO 80215 N/A Plan Review Original C;rsx�tractor: InspectionType; Inspection Date: Inspected By: atrearnline ManagE I_LG Plan Review - Ten Improvement 6/13/2020 Kelly Brooks 303-9894307 General [X] [ ] [ ] G.30 REVIEW Your plans have been approved. Follow this Link and the steps below to reconcile your FEES: invoice. 1. Select "Life Safety" under the Bill Type options number 20061314506 2. Enter invoice 3. Select the associated permit type from the "Permit/ Fee Type" drop down menu 4. Select "Construction Permit" in the "WMFR Acct#" drop down menu 5. Enter the Job Address of $362.00 6. Enter payment amount 7. Select Pay by Card to complete the transaction Once completed, you are no longer required to send us a copy of your payment receipt. It is your responsibility to retain a copy for your records. Your payment will be processed within (1) business day after it was made and has posted to our Heartland account. Once payment has been confirmed, a link to the reviewed plans will be emailed to the contact listed on the permit. Please be sure to check your junk mail folder if you're anticipating a link email from our office. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved . s West Metro Fire Protection D $ trIci 433 S. Allison Pkwy, Lakewood. CO 802:6 Chronic Iherapy (OTHER, TI) 10030 West 27th Avenue Wheat Ridge, CO 80215 N/A Plan Review Original C;rsx�tractor: InspectionType; Inspection Date: Inspected By: atrearnline ManagE I_LG Plan Review - Ten Improvement 6/13/2020 Kelly Brooks 303-9894307 General [X] [ ] [ ] G.30 REVIEW Your plans have been approved. Follow this Link and the steps below to reconcile your FEES: invoice. 1. Select "Life Safety" under the Bill Type options number 20061314506 2. Enter invoice 3. Select the associated permit type from the "Permit/ Fee Type" drop down menu 4. Select "Construction Permit" in the "WMFR Acct#" drop down menu 5. Enter the Job Address of $362.00 6. Enter payment amount 7. Select Pay by Card to complete the transaction Once completed, you are no longer required to send us a copy of your payment receipt. It is your responsibility to retain a copy for your records. Your payment will be processed within (1) business day after it was made and has posted to our Heartland account. Once payment has been confirmed, a link to the reviewed plans will be emailed to the contact listed on the permit. Please be sure to check your junk mail folder if you're anticipating a link email from our office. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved �* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 5 Job Address: I 0-1-11,C) 01 -} An Av� Permit Number: U G f U e ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No', When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: f s�U� I nspector:i--, DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: s' Job Address: U CC , Permit Number: & 6 ) k jJ ❑ No one available for inspection: Time ^J .j AM/PM Re -Inspection required: Yes (NQ When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslinspection Date I • Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0- r" m Job Address: U 3 c,y Permit Number: j c- Z v Q\ � 0 f I.J No one available for inspection: Time a ��, 'i:�r AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hUp✓/www.ci. wheatridge. co. ushinspection Date:"q, 'Z • Inspector:- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �- Job Address: r`' _ a>1 Permit Number: e ❑ No one available for inspection: Ti e-" AA/I/PM Re -Inspection required: Yes,' N When corrections have been madelse dule for re -inspection online at: httpYA,vww.ci.wheatridge.co.usdnsp Ped o J• Ca spe City of W heatj�idge (.;OMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: FORM WILL NOT RE ACCEPTED WITH MISSING INFORMATION J Company Name: Vu\\1�\Lc ontact Phone #:A 21) Wheat Ridge Contractor License #: MO -3 (required field) State License #:�-11�� G Master License #: M2,01 � DQKID Printed N4m� of Authorized Agent Authorized Agent Date *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Commercial Roofing PERMIT - 201901464 PERMIT NO: 201901464 ISSUED: 07/17/2019 JOB ADDRESS: 10030 W 27th Ave EXPIRES: 07/16/2020 JOB DESCRIPTION: Tear off 2 layers on west side down to deck; install 4.3 in. ISO and 1/4 in. densdeck; adhere .60 mil EPDM; on east side, cut slits in 1 layer; install 1/4 in. densdeck and fully adhered TPO, .60 mil; 60 squares total *** CONTACTS *** OWNER (303)601-2412 STREAMLINE MANAGEMENT LLC SUB (720)724-0081 DON MARSH 150196 ADAMSTREE ROOFING & CONSTRUC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 67,258.32 FEES Total Valuation 0.00 Use Tax 1,412.42 Permit Fee 874.45 ** TOTAL ** 2,286.87 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Commercial Roofing PERMIT - 201901464 PERMIT NO: 201901464 ISSUED: 07/17/2019 JOB ADDRESS: 10030 W 27th Ave EXPIRES: 07/16/2020 JOB DESCRIPTION: Tear off 2 layers on west side down to deck; install 4.3 in. ISO and 1/4 in. densdeck; adhere .60 mil EPDM; on east side, cut slits in 1 layer; install 1/4 in. densdeck and fully adhered TPO, .60 mil; 60 squares total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfo ed a that all work two be p'er�ormed is disclosed in this document and/or its' accompanying approved plans and specifications. naturCof' ?�KER or CONTRACTOR (Circle one) Date ` This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial and is not guaranteed. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The issuance o granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any —4pplicable codI cjr any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature bf Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Idge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(d-)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ,, Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �0(��)6 �� off% (�U2 GJ� t, c1V2 (6�U9I S Property Owner (please print): 4 ce r, �, ne t`nc�.,c� ; ,,� ,� + Phone: 3e3 d i �gj L Property Owner Email: Tenant Name (Commercial Projects Only) C ti , c N a: c g sA Property Owner Mailing Address: (if different than property address) Address: G:�Vi S Vlc�( 3 k,0. ';-,V City, State, Zip: fit„ ("'Jo' (cn sa6 ez- ArchitectlEngineer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: lc�;o 1 c) (-e Phone: 30 --v3 �- 3 S 3 11 Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Lr r &,zA Phone: 3 o S - `13 S- 3 -3 3 l CONTACT EMAIL(please print):LL�� e FidA o-pA s \c -1-e ccs 0 e IVA, . (c• M Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Cc r of L Yt &>5- CPNil3S -1-P c) Sq. FULF 6060 BTUs Gallons Amps Squares (-aJ For Solar: KW # of Panels Requires structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. -_._-_� CIRCLE ONE: (OWNER) CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last nam r— DATE: 7 t r' Printed Name: "\ SCAA ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: QwcS\ I GO k d f City of WheatF�,ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 J Inspection Line: 303-234-5933 Email: permits cimheatridge.co.us _f. FOR OFFICE USE ONLY Date: Plan/Permit # Buil%Ave, t Applicat'on Please complete all highlighted areas oform. Incomplete ap Property Address: 1003 st 2eatridge, CO Property Owner lease print): Cro `Castle USA, Inc Property Owner L211: Brian. Hess.` ractor@Cro3 astle.c Mailing Address: (4Vifferent than pity address .- Addre 116 Inv '�, ess Dr E, Ste '280 Citv. State: Engle*aod, CO 80112 W14A - cations may not be processed. *** 15 Phone: 720-450-3041 ArchitectiEn ineer �'�Crown �Ll USA, Inc Mackenzitle.com (480) 734-2405 Architect/Engineer E -ma Phone: Cont*rft—M7 D Contractors City Lice Phone: Contractor inail.Address: Sub Contractor���. Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑■ OTHER (Describe) Existing Telecommunications Tower Modification (ForALLALL projects, please provide a detailed description of work to be performed, including cur)ent use of areas, proposed uses, square footage, existing condition and proposed new condition.nappNance,slze'and'efficiency, type and amount of materials to be used, etc.) f -, New Installation-(M2M- Machine to Machine connectivity application). Final configuration is (l) omni antenna, (1) coax (1) Filter, (1) LNA and a 3'x3' ground lease area/platform. Removing abandoned panels. Mount height=48'. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the gft& proiece ' 0. 20,000 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND` -A( I hereby certify that the setback distances pr se -by tfiispermit application an' regulations of the City of Wheat Ridge venants, easements or -restrictions 09 accurate; that I have read and agree to ide all conditions printed on this app with applicable City of Wheat Ridge cd es and dinances for work under ahyp or have been authorized by the legal own r of the` , operty to perform the desert] entity included on this application to list t t entity oNthis application. I, the apf truthfulness of the information provided o,4he applicafkn. CIRCLE ONE: (OWNER) (CONTRA Electronic Signature (first and last name): Brla � eSS ZONING COMMENTS: Reviewer: BUILDING DEPARTME Reviewer: M REETMENT accurate and do not violate applicable ordinances, rules or Awrd; that all measurements shown and allegations made are . c ic4f, and that 1 assume full responsibility for compliance :rmit is based on this application; that I am the legal owner ed work and am also authorized by the legal owner of any )giant for this building permit application, warrant the A VE) (OWNER (CONTRACTOR) DATE: 6/6/2016 box, that I acknowledge that this constitutes a legal signature. ENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City/ty of '� Wheat l �ge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/ Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: (_I6<<L Project Address: �U36 vJ 2� A�c� , uykc->' � i CCS $07��� Name of Firm/Individual submitting documents: rlZ� JSP, `NIG Project Type/ Description: TUlr-1Ci2 NW'T>� C/��c7f`� u ��15"�/>. L(� (k� Gy'*3\ Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Sig nat ure: (Agency Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o West ridge Sanitation District o Other Dat e: i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -Zc) vk.e Job Address: 10 O 50 Permit Number: ZO 1500 -+(,4— ❑ No one available for inspection:ime d 0�m Re -Inspection required: Yes ��O7) *When corrections have been made,cafll for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY • WHEAT RIDGE • Inspection Division (303) 234-5933 Inspection line (303) 235.2855 Office - (303) 237-8,929 Fax Inspection Type: Job Address: Permit Number: 0 No one available for inspection: Time AM/PM Re -Inspection required- Yes When corrections have been made, c 1 for re-inspwqon at 303-234-5933 Date- Inspector* DO NOT REMOVE T OTICE 4 11 City of 6 ��COMMUNrry ilEv l t PM E�+l"r City of Wheat Midge Municipal Building 7500 W. 29'x" Ave. Wheat Ridge, CO 80033-8401 P: 3(}3.235.2855 P: 303.237 8929 March 19, 2015 Chronic Therapy 1€ 030 W.27th Ave. Wheat Rid e,C O80215 RE: Compliance with ventilation exhaust system requirements. C"-1,Retail Stere & Cultivation To Whom It May Concern- Approved amendments applicable to marijuana occupancies, both new and existing, require such occupancies to comply with Section 502,26 of the City of Wheat Ridge Mechanical. Code, which states that "Occupancies involved in the sale, transfer, packaging, processing, cultivation, production, extraction or destruction of plants and their parts, devices designed for the use ofmarijuana and marijuana products, products containing marijuana and hash oil, hash oil or other marijuana related operations and activities shall provide an approved source capture system capable of removing particulate and odors as required to achieve levels that do not constitute a nuisance to adjacent occupants, structures and properties." Compliance for existing occupancies is required prior to May 1, 2015. It is required for you to tape the necessary steps, including permitting and inspection, to achieve compliance with provisions of Section 502.20, or demonstrate to the Building Division current compliance with the requirements of Section 502.20, prior to May 1, 2015. Failure to comply by May 1, 2015, may result in action against the business and its City of Wheat Ridge business license. The Building Division is available to answer questions and provide additional details concerning compliance requirements. Should you require additional information or assistance, please do not hesitate to contact me. ,Jahn C. Schumacher, Jr., CBO Chief Building Official 2540 W. 29th Avenue Wheat Midge, Colorado 80033 Office Phone: 303-235-2853 Iwai. 343.234-2852 wwcv.ci.wheatrid e.co.0-s City of �Wh6atRLdge COMMVNrfyDwELoPM' EN'T i�w.... kTC`t\ Y ':?XXS"3�p$`i, _�,',dua; Postage Ln ni CeAfiedFee s eSteIn eeoalpl Foe P C ostmark � s2dome.".Zot R.I. red) Here ( radon orre�gt oaq. red) ria totr Went a t�r i .W.. ...... �,rr01 C11 1 trp ....�............... or www.d.wheatridge.co.us e.c o.us FOR OFFICE USE ONLY DOW City of' -5 - 4- �cx I P1anMwM1t# Building & Inspection Services Division Z -c --D I 7-:-� 7500 K 29h Ave., Wheat Ridge, CO 80033 Plan Roview Fee. Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 t 111 1111 �! I I I� I I � I I ji� I I I � I I I Address: 7 Q!y tate, Zi : 4V V&e �C<-, Plumbing: itv Liceise # Mechanical: W.R. City Ucense # Complete all information on BOTH sides of this form COMMERCIALNEW _•iw NEW RESIDENTIAL R ROOFING COMMERCIALADDITION M ROOFING ADDITIONRESDENTIAL •tREPLACEMENT COMMERCIAL .». RESIDENTIALUCTURE (Garage, shed, deck, etc.) .. ws deck, MECHANICAL SYSTEM/APPSYSTEM/APPLIANCE REPAIR PLUMBING SYSTEWAPPLIANCE REPAIR o, REPLACMENT ELECTRICAL SYSTEM/APPUANCE REPAIR or REPLACEMENT )o Sq. FtJL. ±tu's "tong Amps Squam VAT -11 . MIMIMMI - - You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: k Contractor: 1, You are allowed I square foot of signage for every I linear foot of all to which you are attaching a sign. 11�111111jlii Mill I •i TF7r-7NV'?rTM-- Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - —.ZLO— feet all 2 - feet all 3 - feet Step 2: The length of the wall is the allowable square footage for the all sign. NTF-11191 square fe square fe square fel ««,a Google Maps Image rcpt Oct 2012 t 2016 Google /\, . :.�.,._ . O /y r/ DATE: CO?\2yd ....\ Go, gle Maps I sc M looft INI Or Current Owner/occupant SOCIETY FOR RANGE MANAGEMENT 10030 W 27TH AVE WHEAT RIDGE CO 80215-6601 Regarding Permit: 201300386; modification of unmanned telecommunications facility - see plans Our Records indicate that the above noted permit was issued on 04/05/13. Our last inspection related to that permit was on NONE. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc,, and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician 14 City of Wheat Ridge Building Division 00 W29th Ave., Wheat Ridge, CO 800 O ! 303-235-2857 Inspectio03-234-5933 Address: Contractor: , Contractor License #. Phone: Sub Contractors: Electrical City License #: Plumbing City License #: Mechanical City License Company: Company Company: Date: r Date: Approval. Approval: Approval - (due at time# # Sq, Ft./L, Ft added: Squares BTU's - Gallons - Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT C) lo-" A ' U & L1 CC S E \/1 C~ E C: C')M d A N Y PAGE -4-00 AND PER PLAT) as ., �ro�. ,83 I DATF'" 'm" �J M. r i 0;', 29 NORTH LINE OF BLOCK 5 OF PARAg ivu ! (' C,3 -ASRHALT P qac A118 1 1 y 7 r L.A:ti# Sup` ARINCat COMM L�dL�-"7E'f7�1 > •C9 °� V J � �*� "�' I ' � II il�� ��� i I�Illll�llllj� 1II b� CD s ..w r .. 77°'` lai wn City of :°"WbcatNjgc City of Wheat Ridge Municipal Building 755-0 W. 29 Ave. Wheat hide:, CO80033 P:303,235:2855 F301237.8929 May t', 201 Split Rall Fence Co. Attn: , aimie Anderson 8465 Brandon lir. Littleton, CO 80125 Geer Applicant, This letter is in regards to the building permit application farm received by our office on May 5th2015. ... An application that requires a review of plans submitted is subject to the Flan Review Fee that is due at the time of submittal. I have attached aro estimate of cost based on the $2,000.00 valuation amount provided. You can choose to pay the amount in full ($153.88) or just the plan review fee ($50.38), and pay the remaining balance once the permit is ready for pick up. Please return all completed documents. Please call with any questions,. Sincerely, Melissa Mackey Permit Technician 7500 W 20th Ave Wheat Ridge CO 80033 Estimate Permit Fee .. a a.2000DO 0,00 O DO * ....: a ori 77.,50 n —P&MM ODO p.00 8065 Brandon Dr. Littleton, CO 80125 I a PRIAN gVAL01 r 0- 11 1�1111111111�11111p RIN i� I I EEC= fi ff Melissa Mackey Permit Technician 7500 W 29hAve Wheat Ridge CO 80033 FOR OFFICE USE ONLY 0ty of Whc�atj:k 72v COMMUNITY DEVELOPMENT Plan1penwit # iI Z ' P*0WA00*W P Ci ArchitectfEr i - ArchitecttEngineer E-mail: Phone: Contractor: it 4, Contractors City License #: Phone: — ­7 c k — k q c 7 N �, ot 41A r 5 a A Electdcal� WR CL License # Plumbing: Mechanical: WR City License # Complete all information on BOTH sides of this form � Wt N Sq, F Su's am Square$ REPS ESFNTATIVEJ of (OWNER) (CONTRACTOR) Project Value-, (Contract value or the cost of all materials and labor included in the entire project) S 6 £ (D c 0 OWNEWCONTRA(IOR SlGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of'`heat Ridge or covenants. easements or restrictions of reeord, that all mcasuremeriLs shown and allegations made am accuratc, that I have read and agree to abide by all conditions printed on this application mid that I assume fill responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any pen issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity CINCLEONE: (OWNER) (CONTRACTOR) oi _PRINT NAME� AI\J ScJNSIGNAT1,,*JK.- Gallons Other DATE: --hLa-pZ1 q Building Division Valuation: I FOR OFFICE U ONLY I Cit Wheat R _�jd , COMMUN17Y t. Buil ding Permit A (if different than property address) Addr ess: C it y, State, Zt, �., c A 4-1�Axq,0 , I I I 7 , Daft D 1 1 1- P lant .... Electrical: f: z- .R, City License j 3 6 0 " Plumbing W, R City License to h nl L �*5 W,R, City Lice Other City Licensed S& City License Other City Lice Sub: City License Complete all information on BOTH sides of this form Used, ft.) .A , Sep. FtJLF C—. lea T Il 9 >7 11 15 11 A 1 1 n' REVISED LOAD Mounting Method SURFACE ❑ FLUSH Q Name: Name: cid # tea BKR nF" Description E Bkr Date Ph A Ph B Date Panel Status Bkr Load VA Mounting Method SURFACE FLUSH ❑ Pare[ Status RELOCATED NEW "ISTING ❑ Panel larormation 1 Volt: Phase Wire 208 /120 3 4 Panel lohemadIm Bus Rating Main Breaker: AM a4tme: 225 A MLO 10,000 RELOCATED Cet # New BKR Code Description Load VA SW P Ph A Ph 8 Ph C P I Blur Load VA DescriPuch 3 Code Now BKR CM a t FLUSH ❑ 3 CLL1 4608 50 2 • AIC Rating: 22,000 21 26 1580 AC-1 Descdption 3 Bkr 2 3 Ph Ph P Bkr Load Description o Code New CM # BKR 864 20 VA • 4 5 B 3 CLL2 4608 50 2 a 9 • 2 20 1580 A62 Reoe 3 20 6 7 20 180 2 20 3120 Grow Lib • 1 1 2 3 20 2 3 Race 540 20 8 9 • Duct Datsetor re / 50 2 1 2 Ve Lights t 20 600 D -ma www 3 Race - 8 20 10 11 re • _ 20 r Grew Lights - 1 1 • 1 20 540 Rec . Mechanical Closet 2 t 12 13 X 4 _ Heater GO 18000 50 2 t 3 Vag Lights 1296 1 20 360 2 Race .Flower 6 2 600 14 15 X • 3 2 r 3120 IGrow 1296 1 1 20 360 3Reo t 6 .... 2 X 16 17 X 3 HP -1 8738 50 2 20 • 1 20 _360 3 Rem 20 2 % 18 1S X 23 o.ss 2 20 3120 • _......_....- 1 ....... _12. 14 15 Condeneet4 Pum 43,696 a X 20 2t X 1 Grow Ll hte 3120 20 2 1 • 3 t 20 200 REGISTBd RECEPTS _ 2 6 540 22 23 X ! • t ! m • 1 20 200 REGISTER RECEPTS 6 28 24 25 X t Grow LI is 1040 20 2 • t 20 200 REGISTER RECEPTS 2 6 36o 28 27 X 1 / m P`- 2 20 1040 Grow ligeft 6 t 150 28 29 X 1 Grow Li hte 3120 20 2 re acs / 25 34 35 acs 30 31 X s _ / _ Space t 20 200 REGISTER RECEPT 6 Space 32 33 X t Grow LI hte 1040 20 2 2Their Obek EDH-3 a t 20 _ _380 2 Recut,,., - - , ,_,.._,_,_ 2 34 35 X • 1 I 150 Duct OSteetom 6 t ! 20 360 ._,- 2 Rec 3 2 7200 36 37 X t L ights 3120 20 2 AHLL1 3 1 20 540 3Rec 2 x 38 39 X_. _G 1 44 46 t 20 _ 540 3Reo>�. _ 2 x 40 41 8 Time Clock 50 20 t 46 47 • 1 20 540 3 Rec 3 2 7200 42 3 Code 1 2 3 4 5 6 7 Feeder Description Lighting Rec up to 10,000 Rec over 10,000 Mato, Largest Motor Heater Kitchen Other Sub Panel - Load VA 12480 3960 12476 8736 18000 1450 Dom 125% 400% 50% 100% 125% 100% 100-A 100% IOWA / Feed From Per Phase Ph A 24596 Ph B 18834 Ph C 13672 Connected Code Demand Cod. Demand - Load Sumenary VA VA VA 57102 VA 82408 VA 173.43 Amps Space n' REVISED LOAD W REVISED LOAD Name: r'G" Date Mounting Method SURFACE ❑ FLUSH Q Name: Panel information Von: 2081120 Bus Rating 250 A Phase 3 Main Breaker: 250 A Wea 4 AIC Rating: 25,000 cid # tea BKR nF" Description Load VA Bkr Date Ph A Ph B Mounting Method Panel Status Bkr Load VA Description I Code New BKR Panel larormation 1 4QAF t 13 Vag Lights 1296 RELOCATED ❑ Q Von: C 2081120 Bus Rating 225 A AHU3 3 SURFACE ❑� NEW 3 F18 TO Phase 3 Maw Breaker: MLO 1 a. FLUSH ❑ EXISTING a ! Ware — _ 4 AIC Rating: 22,000 5 Ckt New Coda Descdption Load Bkr P Ph Ph Ph P Bkr Load Description o Code New CM # BKR 864 20 VA • I I A B C 174 W VA a 9 BKR # t 864 2 Reoe ISO 20 1 • 20 180 2 20 3120 Grow Lib 11 1 1 2 3 20 2 3 Race 540 20 1 20 • Duct Datsetor 6 / 12 13 1 2 Ve Lights q 5 - 1 2 3 Race - 540 20 1 re • 2 20 3120 Grew Lights - 1 1 864 B 7 re t 20 1 re 4 2 16 I _ t 3 Vag Lights 1296 20 8 9 C 6 2 De- humkiner 600 20 1 1 • 3 2 20 3120 IGrow 1296 1 1 10 11 -... .... 6 .... Oryer 5000__ 30 2 _ 20 21 f -_ S re 20 1 "3/0" 1 13 1 20 3 Spam ! 21,070 22 23 o.ss 2 20 3120 .- _. -_._ .. Grow _......_....- 1 ....... _12. 14 15 20 43,696 re E 20 1 25 _ • 46 ce / 1 1 208 3 12843 tg 17 _ _ 2 _ 3 Race 540 20 1 ! • t 20 m 78 19 space a 28 - S ce 1 20 - 20 21 2 Y Rom pt. 36o 20 1 _ Space 1 20 m P`- _ 22 23 6 Duct Detectors 150 20 1 t 20 re acs 24 25 34 35 acs - 1 20 _ Space 27 37 aptse Space - 1 20 100 2Their Obek EDH-3 a 20 29 Smile - • 1 20 150 Duct OSteetom 6 40 30 31 3 HP-2 7200 40 3 • 2 20 1664 AHLL1 3 43 32 33 Space � Space 44 46 34 35 / 2 20 46 47 3 36 37 3 HP-3 7200 40 3 _ Space / 48 49 Space 38 _ _ ce 50 ��1664AnIMLF2 ., re Space 41 Space 52 / re 42 Code Description Load VA Dom m .__ .._ Load Su•anary 55 I Lighting 12480 125% Per Phase M ce_ 2 Rec upto'10,000 2160 100% _ _ Space Ph A 13824 VA Rec over 10,000 50% Ph B 11912 VA S ce 3 Motor 10528 100% Ph C 12632 VA et Lorgesttteter 7200 128% ' 4 Heater 100% 62 89 Connected 38368 VA 5 Kitchen . 100% Code Demand 43288 VA 164 65 6 Other 8000 100% - 7 Sub Panel 10046 67 Code Demand 120.30 Amps Feeder - Feed From - 68 BB W REVISED LOAD Name: r'G" Date Mounting Method SURFACE ❑ FLUSH Q Panel Status RELOCATED ❑ NEW EXISTING Panel information Von: 2081120 Bus Rating 250 A Phase 3 Main Breaker: 250 A Wea 4 AIC Rating: 25,000 cid # tea BKR Coda Description Load VA Bkr P Ph A Ph B Ph C P Bkr Load VA Description I Code New BKR CIO # 1 4QAF t 13 Vag Lights 1296 20 1 Q 179 W C 2 20 1664 AHU3 3 ! 2 3 F18 TO 1 3 Vag Light, 1296 20 1 a. -E rn a ! Al — _ a 4 5 j t 3 Vag Lights 1298 20 t o _ F- 18 2 50 4608 CU3 3 o 6 7 1 2 Vag Lights 864 20 t • I I / 174 W a 9 t 2 Vag mg 864 20 1 (E)PANEL 1 20 180 1 Rece 2 > 10 11 1 2 Vag Lights 864 20 1 • 1 20 100 Duct Datsetor 6 12 13 1 2 Ve Lights 864 20 1 • 59,400 A L 20 re 14 15 1 2 Ye L hta 864 20 1 t 20 35 re 4 2 16 17 _ t 3 Vag Lights 1296 20 1 0.58 C 1200 -A mp Disc. Sw. L 20 4 2 1 208 3 19 46,424 7 3 Vag Lights 1296 20 1 • 14 350 1 20 1 Spare 3 15484 20 21 C 1,000 S re E 20 1 "3/0" 1 1 20 3 Spam 40,376 21,070 22 23 o.ss F S re 10 20 1 1 1 208 t` 20 43,696 re E aao 24 25 Panel G (2 -Sec.) 46 ce 2 1 1 208 3 12843 38,274 24,367 F _ ce v o.23 26 27 §PICLI space 28 29 S ce - - .. . . c¢ 30 31 _ Space _ _ ce 32 33 Space acs 34 35 Space • _ Space 36 37 Space 3 50 14400 EDH-3 4 38 39 Space / 40 43 Space Space 44 46 Space re 46 47 Spam _ Space 48 49 Space _ _ ce 50 at Space Space 52 53 re m .__ .._ 54 55 Space M ce_ 66 57 _ _ Space ce 58 59 _ S ce - SEmce et ce ' ae 62 89 space . ce 164 65 ce - ase 66 67 Space — ._ -. ce 68 BB ce ce — 70 7t _ Space Space —' 72 73 Space ce 74 75 _ ce i ce 76 77 Space - - ce 78 79 re on 80 Al ce Space 82 83 ea ce 84 Code Description Load VA Dom Load Suwa,ery I Lighting 10800 125".4 Per Phase 2 Rec up to 10,000 180 100% Ph A 12256 VA Rec ovar 10,000 W% Ph B 8836 VA 3 Motor 1664 `100% Ph C 10660 VA Largest Motor 4608 125% 4 Heater 14400 100% Connected 31752 VA 5 Kitchen 100% Code Demand 35604 VA 6 Other too 100% 7 Sub Panel 100% Code Demand 98.94 Amps Feeder - Feed From - W REVISEDLOAD * It * * LOBBY / t79 W { C I F -16 STO I , T I KITCHEN F16 ?T0 CF-1 119 W ((p}PANEL 120v,10. 001, TO I F-20 1 I SUSPENDED DEHUMIDIFIER QE-10 TO 60/3 ED14­2 (2 #6 & 1 #10 2 GND.) 1 "C. AHU-3 3 40AF fG!F= 10.8 KW Q G-10 W GFI, WP 3012 CU-3 15AF 6013 m � 208V,30. 1 E- 13,15,17 2G8V,30.� 4QAF EF -1 0 f m 4) >? (3 #6 & 1#10 1 /a'C. Q 179 W C Fault location GND.) i "C. E- 19,21,23 (3 #6 &1 #10 12OV,IO, ! ! a GND.) 1"C- F18 TO o a 6 j o ti EF a. -E rn a 179 W Al a 12OV,10. ! j a o rn o o U F- 18 (2) 0 FLOWER PHASE 3 o I 102 n EF1 I I 174 W 12OV,10. F-18 TO (E)PANEL ! GFI, WP _ J ON ROOF CU-1 - -E-14dD CU-2 23MCA - - -- tea[ --. 23MCA mav, 10. ( �1 f �. 1 208V, 30. E-1,2 1 i I I 160/2 1 1 60 E5,7 ( # 681 # 1 I 50 (2 #6 &I #10 GND.) 1 "C. WP s -- ------- w�- - - -�) WP GND.) 1 "C. SUSPENDED AHU -11 8 MCA AHU-2,8 MCA DEHUMIDIFIER 208V 10 mliV 10. Q F9 D � n 1 D JTO "ta/ 30/2 30/2 0 F23 15AF F32,34 rVj F$6.38 (2 #10 &1 #10 (2 #10 &1 #10 EDH -1 GND.) 3/4"C, GND.) 3/4 7C. 10.8 KW I CFI Z10. w 120V,10. U-20 TO ELECTRICAL SPECIAL SYSTEM PLAN Load Calculation Exlstina Load: (Utility Compan Peak Maximum Peak, Previous 12 Months # = 125.00 KW Deleted Load_ Panel G = 35.60 KVA Demand Calculation: 125.00 KW / 0.9 PF = 138.89 KVA 138,889 VA X 1.25 - 35,800i 138,011 VA 138,011 VA 1 360 = 383.36 Amps Service Capacity = 1000 Amps (E)POLE MOUNTED UTILITY SCALE: 114"= V -0" i � i ?�0]e d 1 LZ% l ULy( / j rtZc 00 0 / Jf , %Lt(. t (E) B F9 ?TO SUSPENDED DEHUMIDIFIER FAULT CURRENT AND VOLTAGE DROP CALCULATIONS Maximum Available Fault Current (IAIc) I S CA = (I AIC x M) Where M= 1 /(1 +f), and f= (1.732xLx I Nc) I (C x n x E) (Note: Use '7 /0" !or I /OAWG wire size ,'2 /0" for 2 /OAWG,'3 /0" for 310AWG. and '410" ror 410AWG, show buswov as'8 * * *". where*** is an amoers ratinn I G-6,8 JGI (2 #6 & 1 #10 2 GND.) 1 "C. AHU-3 3 8 MCA 6012 SOAF Q G-10 W GFI, WP 3012 CU-3 15AF 23 MCA m � 208V,30. 1 ISC= 9,855A (N) F (N) F (E)A (E)C 1 00/3 SEC.1 SEC.2 G ISC= 33,595A ISC= 11,803A ISC= LLT= 9,000A 2[(4 #3/0, CU 1 #2 GND) 7C] (E)D CORRIDOR 103 PANEL "G" 2- SECTION JGI L1 2 Q AHU-3 3 8 MCA W 208V,10. 424 W (2 #10 &1 #10 3012 GND.) 3/4"C. 15AF U_ m � O o m u CU -= .� 01 0) 0 f m 4) >? Q 1 /a'C. Q O- O C Fault location 4) 0 0 u a (1) c .c o a s "C" o a 6 j o ti p` a. -E rn a O Al a Value a ,� a a o rn o o U Q # (2) 0 > o > n O > Service Transformer Secondary A 59,400 A Winding per Xcei Energy B 1000A CT Cabinet 35 350 4 2 1 208 3 15484 59,400 46,424 g t,000 0.58 C 1200 -A mp Disc. Sw. 10 350 4 2 1 208 3 15484 46,424 43,696 C t,000 0.17 D 1000A MDP 14 350 4 2 1 208 3 15484 43,696 40,376 C 1,000 0-23 E Panel F 35 "3/0" 1 1 1 208 3 12843 40,376 21,070 D 20o o.ss F 400 -Amp Disc. Sw. 10 "3/0" 2 1 1 208 3 12843 43,696 38,274 E aao 0.16 G Panel G (2 -Sec.) 46 "3/0" 2 1 1 208 3 12843 38,274 24,367 F 2s o.23 ISC= 9,855A (N) F (N) F (E)A (E)C 1 00/3 SEC.1 SEC.2 G ISC= 33,595A ISC= 11,803A ISC= LLT= 9,000A 2[(4 #3/0, CU 1 #2 GND) 7C] (E)D CORRIDOR 103 PANEL "G" 2- SECTION VEGETATION 104 (E) E 4 #250KCM, #442 -1 /2"C ti 200A, 3P, 200A IIGTHING 200A FRN CONTACTOR (E) MAU 400/3 NEMA 3R 400AF 4 #250KCM, 2 #6 FINISH 4SETS(4 #350KCM WP #4G2 -1/2 "C AL. 2- 1 /2 "C) 4#1, #6G-1-1/2'C cu., #lOG- "C APPROVED Subject to Field Inspections Wheat Ridge Building Dept, �,77 Date..4� ? /!� Signed.... p1 /1 ...................Plan Chec Pr 2[(4 #3/0, CU E B 1 #2 GND) 2'C] ',. (N) DISC. SW. 1200/3 W1 1000AF 200A,3P 200A, 3P 100A,3P 60A,2P 200A, NEMA 3R 1000A, 3P WP D C NUEfRAL GROUND N #6 CU G GROUND - 'MDP' l 000A, 120/208V, 3PH, ROD 2/0 CU 4W, 65,000 A.I.C., NEMAI 1 OOOA, 120/208V, C.W.S. NOTE: LIGHT LINE WEIGHT INDICATES EXISTING TO REMAIN, HEAVY LINE WEIGHT INDICATES NEW NEMA 3R C.T. CABINET WORK. ADDING NEW PANEL "P' FOR NEW SCOPE OF WORK. Rl'oLl "�� ELECTRICAL ONE —LINE DIAGRAM P, 3 d S C w (N) F o Loa►d ° ge Wheat Rid Building Department E Approved J / (4 #3/ CU 1 #2 BUILD ICIAL C�C GND) 'C. Val ft of perm Yoe e issuance of a permit a sWOval of pail GAeal s, speoga and eotnpuudons shall not be a permit for, of an approval of, any viola ion to any 61 the provisions of the building code or of any Cily ordMancM. tea WAS prewming to give authority to violate or canal of l the provision Vat Building codes or other ordinances of the City shall m+ he valid. J 200A 200A,3P SPACE NUEfRAL [ -- GROUND #6 CU I 1 2/0 CU C. W.S GROUND ROD SCALE: NONE i COL.ORADO COMFORT CT:3NSLr4._'Tlider E "34GINEERS. 1NC , ? Mechanical Electrical Plumbing 7891 LEWIS COURT ARVADA, CO 80005 PH 303-956-8811 FAX: 1-866-929-7403 EMAIL: DesEngt @Comcastnet 12 -10 -2014 JGI L1 2 Q AHU-3 3 8 MCA W 208V,10. 424 W (2 #10 &1 #10 3012 GND.) 3/4"C. 15AF U_ ED" Z 6 60/3 14.4 KW 60AF oz 2MV,30. CD G 38,40,42 0 f (3 #4 & 1 #8 GND.) 1 U 1 /a'C. VEGETATION 104 (E) E 4 #250KCM, #442 -1 /2"C ti 200A, 3P, 200A IIGTHING 200A FRN CONTACTOR (E) MAU 400/3 NEMA 3R 400AF 4 #250KCM, 2 #6 FINISH 4SETS(4 #350KCM WP #4G2 -1/2 "C AL. 2- 1 /2 "C) 4#1, #6G-1-1/2'C cu., #lOG- "C APPROVED Subject to Field Inspections Wheat Ridge Building Dept, �,77 Date..4� ? /!� Signed.... p1 /1 ...................Plan Chec Pr 2[(4 #3/0, CU E B 1 #2 GND) 2'C] ',. (N) DISC. SW. 1200/3 W1 1000AF 200A,3P 200A, 3P 100A,3P 60A,2P 200A, NEMA 3R 1000A, 3P WP D C NUEfRAL GROUND N #6 CU G GROUND - 'MDP' l 000A, 120/208V, 3PH, ROD 2/0 CU 4W, 65,000 A.I.C., NEMAI 1 OOOA, 120/208V, C.W.S. NOTE: LIGHT LINE WEIGHT INDICATES EXISTING TO REMAIN, HEAVY LINE WEIGHT INDICATES NEW NEMA 3R C.T. CABINET WORK. ADDING NEW PANEL "P' FOR NEW SCOPE OF WORK. Rl'oLl "�� ELECTRICAL ONE —LINE DIAGRAM P, 3 d S C w (N) F o Loa►d ° ge Wheat Rid Building Department E Approved J / (4 #3/ CU 1 #2 BUILD ICIAL C�C GND) 'C. Val ft of perm Yoe e issuance of a permit a sWOval of pail GAeal s, speoga and eotnpuudons shall not be a permit for, of an approval of, any viola ion to any 61 the provisions of the building code or of any Cily ordMancM. tea WAS prewming to give authority to violate or canal of l the provision Vat Building codes or other ordinances of the City shall m+ he valid. J 200A 200A,3P SPACE NUEfRAL [ -- GROUND #6 CU I 1 2/0 CU C. W.S GROUND ROD SCALE: NONE i COL.ORADO COMFORT CT:3NSLr4._'Tlider E "34GINEERS. 1NC , ? Mechanical Electrical Plumbing 7891 LEWIS COURT ARVADA, CO 80005 PH 303-956-8811 FAX: 1-866-929-7403 EMAIL: DesEngt @Comcastnet 12 -10 -2014 LJLJ ISSUED FOR PER11T /0010. L1 2 Q V / 3 0 W Z W N o U_ Z Z Q oz CD ~ 0 f U LJLJ ISSUED FOR PER11T /0010. 10 -25 -14 2 Q 11 -12-14 3 0 = U W N o O LLJ CD 0 f DRAWN BY: JAF /ANB/RE CHECKED BY. JAF REVISIONS: No. Description Date D - - ISSUE RECORD: 1 ISSUED FOR PER11T /0010. 10 -25 -14 2 OYAtER CHMNES 11 -12-14 3 000 CHMIIGS 12 -10-14 SHEET CONTENTS: ELECTRICAL ONE -LINE, SPECIAL SYSTEM PLAN PROJECT NO.: DATE: DRAWING NO.: E -1 NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND THE BUILDING ENGINEERING DEPARTMENT PRIOR TO START -UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY -, NEC -, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 3. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD OUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 4. UP -TO -DATE AS -BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS BUILDING. INFORMATION FOR EXISTING CIRCUITRY IS BASED ON EXISTING PANEL DIRECTORIES, AVAILABLE DRAWINGS, AND ASSUMPTIONS. IF SIGNIFICANT DISCREPANCIES ARE FOUND THAT CANNOT BE EASILY RESOLVED, CONTACT THE ARCHITECT OR ENGINEER, 5. SHADED LIGHT FIXTURES, WALL MOUNTED EMERGENCY BATTER PACKS AND EXIT SIGNS WITH 90- MINUTE BATTERY PACK FOR EGRESS PATH SHALL REMAIN ON AT ALL TIMES AND NOT CONNECTED TO A SWITCH LEG CIRCUIT. THE SHADED LIGHT FIXTURES, WALL MOUNTED EMERGENCY BATTER PACKS AND EXIT SIGNS SHALL BE CONNECTED TO NON- SWTICHED LIGHTING CIRCUIT SERVING THE AREA AND PROVIDE 90- MINUTE EMERGENCY BATTERY PACK FOR EMERGENCY LIGHTING. 6. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER. WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAUCONFINED AREA. 7. REFER TO ARCHITECTURAL DRAWINGS FOR ALL LIGHT SWITCHES FOR MOUNTING HUGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGHAN. 8. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING CIRCUITS. 9. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB AND SQUARE TO WALL MOUNTED ON. 10. WHERE LIGHT FIXTURE LOCATIONS INTERFERE WITH DUCT OR CEILING SUPPORTS, RELOCATE SUPPORTS, IF IMPOSSIBLE CONTACT OWNER OR ARCHITECT. 11. ANY LIGHT FIXTURES REMOVED IN THIS REMODEL AREA AND NOT REUSED, LIGHT FIXTURE SHALL BE TURNED OVER TO THE BUILDING OWNER FOR FUTURE USE. 12, ELECTRICAL CONTRACTOR IS TO PROVIDE CUT SHEETS FOR ALL NEW LIGHT FIXTURES, WALL SWITCHES AND EXIT SIGNS INDICATING TYPES, QUANTITY, MANUFACTURER AND CATALOG NUMBERS TO THE ARCHITECT PRIOR TO ORDERING. 13. ALL LIGHT FIXTURES SHOWN IN LIGHT LINE WEIGHT ARE EXITING TO REMAIN, DASHED FIXTURES INDICATES TO BE RELOCATED OR REMOVED AND HEAVY LINE WEIGHT INDICATES NEW LOCATION OR NEW LIGHT FIXTURE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL FIXTURE COUNTS AND INSTALLATION REQUIREMENTS. 14. REWIRE EXISTING OR RELOCATED LIGHT FIXTURES TO BE CONTROLLED AS SHOWN. 15. REMOVE ALL ELECTRICAL EQUIPMENT, CONDUIT AND ASSOCIATED WIRING IN THE DDAOUTION AREA BACK TO POINT OF ORIGIN. RETAIN CIRCUIT CONTINUITY FOR REMAINING DEVICES OR NEW DEVICES BEING INSTALLED. COORDINATE AND VERIFY METHOD OF DISPOSAL FOR ALL EQUIPMENT AND CONDUIT/WIRING PRIOR TO DEMOLITION. CORRIDOR SUN SYSTEMS 904655 - BLOCKBUSTER 8" REFLECTOR. 1000 WATTS PER FIXTURE @ FULL POWER, 208V., 10. (TYPICAL) HYDROFARM FLT48, UL LISTED T-5 FIXTURE 432 WATT PER FIXTURE AT FULL POWER 12OV., 10. (TYPICAL). ELECTRICAL LIGHTIN PLAN kEW COMPRESSOR SCALE: 1/4" = 1' -0" TIME CLOCK 20 AMP 208V., 10. RECEPTACLE. (TYP.) TIC AS PANEL INDICATED ON 20/2 n PLAN C IRCUIT r- • -� II 20/21 1 (2¢10, TWIT! do 1110 GND.) 1 /2 "C. (TYPICAL) ` /2P, 208V, 10. UGHTING CONTACTOR (TYPICAL FOR EACH SECTION AREA) TYPICAL LIGHTING CONTROL CONNECTION 04011 R� REFER TO PANEL N SCHEDULE "F° FOR 12OV. CIRCUIT 111. 0 1 TIME CLOCK FOR EACH AREA. MANUAL TIME CLOCK, i W /BATTERY BACK —UP, TORK— SERIES. I i J NEMA 1 ENCLOSURE VATH HINGED COVER CONNECT TO RECEPTACLES FOR UGHTING CONTROL if 1 1 1 1 1 1 1 i 2oav, 1 0. i ' 30 UG AMP, 2 POLE HIING CONTACTOR 1 COORDINATE AND VERIFY SELECTED AREAS TO BE CONTROLLED BY INDIVIDUAL TIME CLOCKS. PROVIDE APPROPRIATE CONTACTORS AND CONNECT AS REQUIRED, TIME CLOCK DIAGRAM FOR LTG. CONTROL SCALE: NONE APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date.. / ! 01 Signed ....... r'f ................Plan Checker C0NSI1s,'aING E-NGw NiFzER S, INC. Mechanical Electrical ., Plumbing 7891 LEVVIS COURT ARVADA, C O 800 PH: 303-956-8811 FAX: 1 -866- 929 -7403 EMAIL: DesEngt @Comcastnet ' iT ! 12 -10 -2014 CIL W ' ^ C / Q r C) wz_ _(-) F r� — CD F_ N r U z Q LIJ oz ° LLJ F_ CD DRAWN BY: JAF /ANB/RE CHECKED BY: JAF REVISIONS: No. Description Date 0 - - a ISSUE RECORD: No. Description Date 1 ISSUED FOR PBMQ /OXT. 10 -25 -14 2 INNER CHMGES 11 -12 -14 3 INNER CNMIGES 12 -10-14 SHEET CONTENTS: ELECTRICAL LIGHTING PLAN PROJECT NO.: DATE: DRAWING NO.: E -2 a NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND THE BUILDING ENGINEERING DEPARTMENT PRIOR TO START -UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY -, NEC -, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. ALL DEVICES LOCATION AND MOUNTING HEIGHT SHALL BE APPROVED TENANT PRIOR TO ROUGFNN. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE MUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY TENANT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD 091. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTUNE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FOW, 5. UNTO -DATE AS -BUILT ELECTRICAL PLANS ARE NOT AVAILABLE FOR THIS BUILDING. INFORMATION FOR EXISTING CIRCUITRY IS BASED ON EXISTING PANEL DIRECTORIES, AVAILABLE DRAWINGS, AND ASSUMPTIONS. IF SIGNIFICANT DISCREPANCIES ARE FOUND THAT CANNOT BE EASILY RESOLVED, CONTACT THE ARCHITECT OR ENGINEER. 6. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. KU TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 7. ENSURE ALL CE LING MOUNTED DEVICES ARE CENTERED IN THE CORRIDOR, IF A CONFLICT OCCURS, CONTACT THE TENANT IMMEDIATELY. 8. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MIN. WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH-IN. 9. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DEXNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 10. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH TENANT FOR FINAL LOCATION OF EQUIPMENT AND LIGHTING PRIOR TO ROURGH-N. IN ADDITION, ELECTRICAL CONTRACTOR SHALL HELD VERIFIED FINAL FIND CONDITIONS AND COORDINATE EXACT FOR POINT OF CONNECTIONS AND REWREMENTS WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGHNN. H. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 12. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT REQUIR TO BE DISCONNECTED M RFIMOVED WITH MECHANICAL CONTRACTOR AND /OR PLUMING CONTRACTOR. REMOVE ALL ASSOCIATED ELECT DEVICES, CONDUIT AND WIRING BACK TO POINT OF ORIGIN PERTAINING TO MECHANICAL EQUIPMENT BEING REM( ALL MATERIAL AND EQUIPMENT THAT HAS BEEN REMOVED SHALL BE HELD FOR DISPOSAL AS DIRECTED BY OWNER O BUILDING ENGINEER. IF REQUIRED, RETAIN CIRCUIT CONTINUITY FOR REMAINING EQUIPMENT. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND RE{QIIREMEUS FOR ALL JUNCTION BOX ROUGH -M, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ELECTRICAL CONTRA( SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELWW CONNECTIONS AND SPECIHCATK)NS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -N. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 15. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEIUNG OR IN LOCATIONS TO BE COORDINA WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND /OR APPARATUS IMPOSSIBLE TO BE RELOCATED. A( PANELS REQ61RED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES SHALL BE MINIMUM SIZE REQUIRE) AND "MUD4W TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHTIE PRIOR TO ORDER114G OR INSTALLATION, 16. ALL ELECTRICAL EQUIPMENT, WIRING AND CONDUIT ASSOCIATED WITHIN THIS SUITE SHALL BE REMOVED BACK TO P( OF ORIGIN. COORDINATE AND VERIFY METHOD OF DISPOSAL FOR ALL EQUIPMENT AND CONDUIT/WIRING PRIOR TI DEMOLITION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 2D- AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KTCHENSJF-0OD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-I SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND-FAULT CIRCUTJNTERRUPTER PROTECTKk7 FOR PERSONNEL PER N.E.C. ARTICLE 210.3 (B). PROVIDE GFI RECEPTACLES AT READILY ACCESSIBLE LOCATION. FOR INACCESSIBLE LOCATION, PROVIDE REMOTE GH DEVICE (DEAD FRONT IN UNE GFI) OR CIRCUIT BR FOR ALL IN ACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. FOR DEAD FRONT GFI, ENSURE THE DEVICE AT A READILY ACCESSIBLE LOCATION PER NEC REQUIREMENTS AND DEFINITIONS. LABEL REMOTE GR DEVICE OR BR INDICATING EQUIPMENT BEING PROTECTED. VERIFY AND COORDINATE EXACT REQUIREMENTS WITH BUILDING DEPARTMENT RECD INSPECTOR PRIOR TO ROUGH -N. ENSURE ALL GFCI TEST /RESET PUSH BUTTONS ARE READILY ACCESSIBLE PER N.E.C. ARTICLE 210.8 AND REFER TO DEFINITIONS 100 FOR READILY ACCESSIBLE DEFINITION. 18. ALL RECEPTACLES SHALL BE 20-AMP RATED UNLESS OTHERWISE NOTED. CORRIDOR NEW COMPRESSC6 i I APPROVED Subject to Field Inspections Wheat Ridge Building Dept. ,n Date.!,):; /l� Signed ........... k ;,,,,,,,,,,,,Plan Checker Mechanical w Electrical Plumbing 7891 LEVVIS COURT ARVADA, CO 80005 PH: 303 -956 -8811 FAX: 1- 866 - 929 -7403 EMAIL: DesEngt @Comcastnet * 1 f it t 9 } +" r 12 -10 -2014 W U) Q O W z = U 1— C ' 7 F- N o U Z Q Ltj O z _ F- ° O U `- DRAWN BY: JAF /ANB/RE CHECKED BY: JAF REVISIONS: F No ] Description Date a- - a a a A ISSUE RECORD: No. I Description Date SHEET CONTENTS: ELECTRICAL POWER PLAN PROJECT NO.: DATE: DRAWING NO.: E -3 1 ISM FOR PONT /WISE 10 -25 -14 2 ONO CHANGES 11 -12 -14 3 OVO CHANGES 12 -10-14 SHEET CONTENTS: ELECTRICAL POWER PLAN PROJECT NO.: DATE: DRAWING NO.: E -3 City of Wheat fk COMMUNiTy DE-vaop 1 WA N&M M I ny 7-7, "S. mm mm Lp��a �q, 9 p � crown Castle, 116 Inverness Dr., Ste 220, Englewood, 801 12 oft 9%842,2563 Address: 16360 Table Mountain Parkway Ci!y, State, Zi2: Golden, CO 80403 Centedine Solutions Cofjtraotor: Mason Wireless Solutions, LTD 1� � . 4 �� ' 303 7771075 Plumbing: kv-9 it I Mechanical: W.R. ON License # Sq. FULF Stu's Amps Squares Other CENTE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 in as snown in Tne drawings e b APPROVED Ins ttr * Meat Ridge l In . .r i r r an checker v � Khrist Augus to �}[}� ♦! J� d, ie` V 1 R Mr. Jos hua Saathoff p i Crown Castle, INC. R k � Wheat R idge Building Departme s Sprint 2.5 Project pprov DN34XC124 87 7056 BUILDI F lAC DAT "Qw est/American Red Cras Antenna Mount Analysis q of P enck issusftv o a Pe rmlit l OW compubttion than not be a permit tor, o an approval t, and VW 16" to provisions of the buUng code of any Cky ar &wv", Dear Mr, Saathoff P*M* pmum to give authority to violate or cancel p of the WHinr, -ndp# or nthor mare nf �" the Citv 0 all nof #w v0 d. Cent Solutions performed a structural review of the existing antenna mou at the above referenced site. The existing mounts are adequate to safely support the new Sprint 2. 5 antennas and RRU' in as snown in Tne drawings e b APPROVED Ins ttr * Meat Ridge l In . .r i r r an checker v � Khrist 1 W(-otN I tKLINE SOLUTIONS 1 63 60 Ta M ountain Pk wy, Gol « i' • • Rew ffl= Standards - TIA- 222 -G CODES - IBC 2012 ASCE7 -1 Q Wind load Fact W= 1.6 TlA 23.2 Wind 3 - sec gust: V=– 100 mph Elevation (centerline); z = 38.583 ft Structure Class:. Class I'll" Exposure: Exp 44c" Topograph Facto K zt: k 1.0 Topographic category 1. Wind Direction Factor, Kd: k —85 TlA Table 2 -2 Importance Factor, l: 1=1 Velocity Pressure Coefficient, Kz: �, = 1.€}36 TIA 2,6.5.2 Gust Effect Factor: G E .85 TIA, 2.63 &alarm i& HRU: Antenna: 61 to w t , -12 in d...t := 4,3 in cif ife a= 4 1" Profile Round or Flat (r /f) weight ,, 36 1b A := (I. . * w I....t ° dent) = 5.083 ft l RRU =23.6 in w 15 in ca _= 7.9 in P�r ofile ,, := "f" Profile bound or Flat (r /f) w ght : = 54 tai ,A,, : = max ( - w,, 2.458 f t 2 eq uipment. M B '• # # s 1 0 - EM30mg lll� AI�11,1 '�'�J I�II0�1'�I �Nlll �'� +� Num er of Elements 1 0 - EM30mg # # w Num er of Elements # # w INI I I V 01 I II III IAI II I ♦ y y� MN II NI wind 2.5 # # w In INI I I V 01 I II III IAI II I ♦ y y� MN II NI In m mm OEM Prin Tim ate. 01108/2014 13:58 STAAD/Pra for Windows Release 2000 Print Ru s. lie x�• x ... * *Ir y now Non MMMUNIMMEM MMIMMOMMOM xM t. a t ` ± y y t� ` I y II II I A A I i s ♦ / 11 II pll 1 II C R • �F *�:. *! iii MME* • • x III i 1 mmmommmum MEEMNIMEM . • x II�III All t OEM Prin Tim ate. 01108/2014 13:58 STAAD/Pra for Windows Release 2000 Print Ru s. ��nt TlmetDatw DIAW2014 1158 STAAD/Pro for Windows Release 2000 OWN X IIX } III pliV IVI II 1 i11 1 ��nt TlmetDatw DIAW2014 1158 STAAD/Pro for Windows Release 2000 Job No $heet No Rev 877056 I 8 w M M dea NV dead 2.5 wind NV • wind 1 1 1111 1 11 11 IIAII II II I N I II w V 1 p ji j Ilil ICI ��NI � ! { ! R •� i i ,i I� � T • dF 8 w M M TT C I Print Time/ 01/08/2014 ! for Win dows 2000 #1 � 1 dea NV dead 2.5 wind NV • wind TT C I Print Time/ 01/08/2014 ! for Win dows 2000 #1 � 1 Print Tkrie/Datc 01108/2014 13:58 STAAD/Pro for Windows Release 2000 Print Run 5 of 6 � t memaze: twitut iq is:oo STOTO/Pro for Windtws Release 2000 Not Run 6 of 6 We at SSOE Group appreciate the opportunity Of pm • t t ! `* a call. 4..+3 N C� I June 20, 2014 51 Ft Monopole Tower Structural Analysis CC/ BU No 877056 Project Number 014-00546-00, Application 24381 Revision 1 Page 2 HEU�� 2) ANALYSIS CRITERIA Table I - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5. Section Capacity (Summary) Table 6 — Tower Component Stresses vs. Capacity 4.1) Recommendations FW� "Wr 51 Ft Monopole Tower Structural Analysis Project Number 014-00,546-00, Application 243811, Revision I 2) ANALYSIS CRITERIA The structural analysis ' was performed for this tower in accordance with the requirements of TIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 85 mph with no ice, and 50 mph under service loads. 1) See Appendix S for the proposed coax layout, 51 Ft Monopole Tower Structural Analysis Pre, ect Number 014-00546-00, Application 24381 Revision I June 220, 20 W'A Notes: 1) EAsting equipment to be removed; not considered in this analysis I T71 R17-YET.M.r. Tower Mapping • Aniiiina Model In't 2145688 Ilia: fient #* 8770 i t ,.d 10/4/07 DoclD#:226 6408 • 31 0 30.0 300 Sid�e S0701-1 Arm Mount DoclD#:1539622 Notes: 1) EAsting equipment to be removed; not considered in this analysis I T71 R17-YET.M.r. = li� I F-I i I MI Ml 1101 R q UT-51 P I ; =# ai Tower Mapping lien t #. 8770 led IOPV07 In't 2145688 Ilia: fient #* 8770 i t ,.d 10/4/07 DoclD#:226 6408 • = li� I F-I i I MI Ml 1101 R q UT-51 P I ; =# ai 3.1) Analysis Method tnxTower (version 6. 1.4. 1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 91 Tower Mapping lien t #. 8770 led IOPV07 In't 2145688 Ing Foundation Mappl fient #* 8770 i t ,.d 10/4/07 DoclD#:226 6408 • DoclD#:1539622 3.1) Analysis Method tnxTower (version 6. 1.4. 1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 91 I - June 20, 2014 51 Ft Monopole Tower Structural aWs CC/ BU No 877056 Project Number 014-00546-00, Application 24381 Revision 1 Page 5 mj =� 4) ANALYSIS RESULTS k Ll 51.0 Pole TP19A5X12,5xOA875 1 -171 1 42&03 1 95.1 Pass '', 1 , 11 , '' 1 IT, 7, i i limu"I 1) See additional documentation In "Appendix C — Additional Oatculations* for calculations supporting the % capac consumed. I The existing tower and its foundations are sufficient for the proposed loads and do not requi modifications. i LIM MEMO chor Rods oundation 1) See additional documentation In "Appendix C — Additional Oatculations* for calculations supporting the % capac consumed. I The existing tower and its foundations are sufficient for the proposed loads and do not requi modifications. i LIM 51 Ft Monopole Tower Structural Analysis Project Number 014-00,546-00, Application 243811, Revision 1 M-& rmaram- Z.-MMMAMMM. Wc i; a condition assessment of the tower founda The tower and foundation are assumed to have bee be in good condition, twist free, and plumb. has been made for any loose bolts • cracked welds, For the purposes • this report, SSOE Group has assumed that all connections in the tower are sufficient to develop the allowable strength of the associated members. SSOE Group has not performed engineering analysis to verify adequacy • these connections. I ."I "1 11 "I'll" r • (­fV4F'd1,UVTT1`V I I ouio oe consiaerea in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearances in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a construction document. Construction documents depicting the required modification are obtainable from SSOE Group, but are beyond the scope • this report. WOR "M a June 20, 2014 51 Ft Monopole Tower Structural Analysis CC/ BU No 877056 Project Number 014-00546-00, Application 243811, Revision I Page 7 .. a , , TOWER DESIGN NOTES Tower is located in Jefferson county, Colorado, Twor Deftections are based upon a 50 mph vAnd, TOWER RATING: 95.1% M AXIAL 4K SHEAR MOANT' 5K 156 k0-ft TORQUE 0 Wp4t REACTIOMS - 85 n" MAID M VVE Group 320 Seven Springs Way, Suite 3501 9� Brentwood, TN 37027 1 Phow (615) 661-7585 1 21 660E WOE Gro 320 Seven Springs W ay , Sufte 350 Brentw TN 37027 Ph one: r � ;:At-* A cftp.d ___ 1 0 l M* 1 F.1 There is a pole section. This tower is designed using the TLAIEIA-222-F standard. The following design criteria apply: Tower is located in Jefferson County, Colorado. Basic wind speed of 85 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Imam- ji;ij I , 1 11 1 OLtIons Section Elevation Section Splice Number TOP Bottom Willi Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft Sides in in in in A LI 51.00-0.00 51,00 Romd 12,5000 19.1500 0,1875 A595-55 00 12.5000 7.2527 137.4677 4.3536 61500 21 19.1500 11,1698 5011 6.7046 9.5750 52.4387 10041004 5.5816 0A00 0 pred � o • • n GeqMetr 00 12.5000 7.2527 137.4677 4.3536 61500 21 19.1500 11,1698 5011 6.7046 9.5750 52.4387 10041004 5.5816 0A00 0 Touer Gusset Gusset Gusset Grade Adjust Factor Adjust Weight Mult, Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt ('per face) A, Spacing Spacing Diagonals Horizontals t in in in LI 51.00-0,00 1 1 1 ----------- E "M Description Face Allow Component Placement Total CAAA Weight Log or Shield Type Number Le f? f? K ft 0 1 TYPE 2(1-7/16) A No (Out Of WOO - 2.00 2 No Ice OM 0.60 Face) LDF4-50A(1/V) B No Inside Pole 1&00 -2,00 1 No Ice 0,00 0A5 LDF4-50A(1/2') C No CaAa (Glut Of 30.00 -18.00 1 No Ice 0.06 OAS Face) Safety Line 5/16 8 No CaAa (Out Of 51,00 - 8.00 1 No Ice 0.03 026 Face) Step Pegs (3/4" B No CaAa (Out Of 51 M - 8.00 1 No fee 0.08 1.50 Diameter) Face) TYPE 2(1-7/16) A No CaAa (Glut Of WOO - 2,00 1 No fee 0J4 0.60 VA'Al rmwr Tower Face Ar CAAA CAAA Weight Section Elevation In Face Out Face LI 51.00 -0.00 A 0,000 0,000 0.000 5.184 0,06 B okoo 0,000 okoo 4.571 0.08 C 0.000 OMO okoo 0.756 OM Feed Line Cer4er Of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice in in in in LI 51.00 -0M 0M05 -0,0719 0.0805 40719 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Log Lateral Vert ft a ft f? f? K ft 0 1 Lighting Rod 3/4" x 3' C From Leg 0.00 0.0000 51 M No 1.. 013 0.23 0.03 DescHption Face Offset Offsetc Azimuth Placement CAAA C*4A Weight or Type Horn Adjustment Front Side Leg Lateral Vert ft ft ft , f? K ft 0,00 1,50 Side Arm Mount (SO 901-31 C None 0.0000 48,00 No Ice 1.66 1.66 0,32 SP 9014-DIN A From Leg 3.00 60.0000 48.00 No Ice 1,94 1,85 0.01 0,00 0.00 SP 9014-DIN A From Leg 3,00 -60.0000 48.00 No Ice 1.94 1,85 0.01 0.00 0.00 SP 9014-DIN 8 From Leg 3.00 60,0000 48.00 No Ice 1.94 115 0.01 0.00 0.00 SP 9014-DIN 8 From Leg 3,00 -60,0000 48,00 No Ice 1,94 1,85 0,01 0.00 0.00 SP 9014-D1N C From Leg 100 60b000 48,00 No Ice 1.94 1.85 0.01 0.00 0.00 SP 9014-DIN C From Leg 3,00 -60,0000 49.00 No Ice 1.94 1,85 0,01 0.00 0.00 Side Arm Mount (SO 101 -3 j C None 0.0000 38.00 No Ice 7.50 7.50 0,25 Side Arm Mount (SO 901-31 C None 0.0000 38,00 No Ice 1.66 1,66 032 ET-X-TS-70-15-62-18-iR-RD A From Leg 3,9• 10.0000 38.00 No Ice 8.59 6,37 0,07 W/ Mount Pipe 0.69 obo ET-X-WM-18-65-$P w/ A From Leg 3,94 10.0000 38.00 No Ice 7.35 4.43 0.06 Mount Pipe 0,69 0.00 2.5GHz $T8R RRH A From Leg 3.94 10.0000 38.00 No Ice 3.11 1,66 0.06 0.69 0.00 OPTIC FIBER JUNCTION A From Leg 3.94 Iob000 38.00 No Ice 0,45 0.45 0.00 CYLINDER 0,69 0.00 POWER JUNCTION A From Leg 194 10,0000 38.00 No fee 043 0.43 0.00 CYLINDER 0.69 0.00 RRH-C2 w/E)Cr FILTER A From Leg 194 10.0000 38.00 No fee 1:94 2.69 0.06 0.69 0.00 RRH-P4 A From Leg 3.94 10,0000 38.00 No Ice 3.19 2,07 0.06 0.69 0,00 ET-X-TS-70-15-62-18-iR-RD 8 From Leg 3.94 10.0000 38.00 No Ice 8,59 6,37 OX W/ Mount Pipe 0,69 0.00 ET-X-WM-I 8-65-8P w/ B From Leg 3.94 10,0000 38.00 No Ice 7.35 4.43 0,06 Mount Pipe 00 0.00 2.5GHz 8T8R RRH 8 From Leg 194 10,0000 38k() No Ice 3.11 1.66 0.06 0,0 0.00 OPTIC FIBER JUNCTION 8 from Leg 3.94 10.0000 35.00 No Ice OAS 0A5 obo CYLINDER 0k9 0.00 POWER JUNCTION 8 From Leg 194 10,0000 38.00 No Ice 0.43 0.43 0.00 M Description Face Offset Of sets: Azimuth Placement CAA CAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft f? fi l K ft CYLINDER 0,69 0.00 RRII-C2 WE XT FILTER B From Leg 3.94 10,0000 38.00 No Ice 1.94 2.69 0.06 0.69 0.00 RRH-P4 B From Leg 3,94 10.0000 33,00 No Ice 119 2V 0.06 0.69 0,00 ET-X-TS-70-15-62-18-iR-RD C From Leg 3.94 10.0000 38.00 No Ice 8.59 6.37 OX w/ Mount Pipe 0.69 0.00 E-- GSM- I8 -65 -8P w/ C From Leg 194 10.0000 38,00 No Ice 7,35 4,43 0.06 Mount Pipe 0.69 0.00 2.5GHz 8T8R RRH C From Leg 194 10.0000 38.00 No Ice 3,11 1.66 0,06 0.69 0,00 OPTIC FIBER JUNC TION C From Leg 3.94 10.0000 38.00 No Ice 0.45 0A5 0.00 CYLINDER 0,69 0.00 POWER JUNCTION C From Leg 3,94 lok000 38.00 No Ice 0.43 0.43 0,00 CYLINDER 0.69 oko RRH-C2 w/EXT FILTER C From Leg 194 10,0000 38,00 No Ice 1,94 2.69 0,06 0.69 0,00 RRH-P4 C From Leg 194 10,0000 38.00 No Ice 3,19 2.07 0.06 0.69 0.00 Side Arm Mount [90 701 -11 C From Face 0.00 0.0000 30,00 No Ice 0.85 1.67 OX 0.00 obo KS24019-LI 12A C From Face 4.00 0,0000 30.00 No Ice 0A6 0.16 0,01 0.00 1,90 Load Combinations Hip w** M141"I'm r mss Of 8 Maximum Member Forces Section Elevation Component Condition Gov, Force Major Axis Minor Axis No. ft Type K Load K Moment Moment Comb, K ki - t ki - t L 1 51-0 Pole Max Tension 23 0:00 -0.00 0.00 -0.00 Max, Compression 1 - 332 - 0.03 -0,05 Max. M Max, Mx 5 -3.71 - 156:33 -0:05 5 Max. My 8 -171 -0;03 •155.59 0.05 Max.. Vy 5 4.53 - 156.33 -0.05 - x1,52 Max,. Vx 8 430 403 - 155.57 400 Max. Torque 5 3.71 0.00 -0.05 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comla, Pole Max, Vert 1 3.72 0.00 0.00 Max. H,, 11 3.71 432 -0.00 Max. H 2 3.71 0.00 4.40 Max. M 2 155.46 0.00 4.49 Max. M" 5 156.33 -4.52 400 Max. Tension 11 0.05 4.5 400 Min. Vert 5 331 - x1,52 400 Min. H,, 5 331 - 4.52 400 Min. H. 8 3.71 0.00 449 Min. M" 8 - 15557 0.00 449 Min. M" 11 - 156.27 4.52 -0.00 Min. Torsion 5 -0.05 452 400 � ;s Load Vertical Shear. Shear,, Overturning Overturning Torque Combination Moment, M Moment A tnxTower job Shear, Page Overturning BU 877056 Torque 6 of 8 SWE Group Project py Date 320 Seven Springs Way, Suite 350 014-00546-00 PZ 15 06/20/14 BrenAvood, T 3702 Client --l"Osigned by Phone: (615) 661-7585 CC1 3.72 0,00 PAY 0.05 -0.03 15319 Load Vertical Shear, shear Overturning Overturning Torque Combination Load PX py Moment, U. Moment, A py PZ K K K K K K Dead Only 3.72 0,00 0.00 0.05 -0.03 O. Dead+Wind 0 deg - No foe 3,71 0,00 A49 -155,46 403 0.01 Dead+Wind 30 deg -No Ice 3,71 2.26 -3.89 -134.63 -78.18 0.03 Dead+Wind 60 deg - No Ice 3,71 191 -2,25 -77.70 -135,39 0.05 Dead+Wind 90 deg - No Ice 3.71 452 0.00 0.05 -15633 0.05 Dead+Wind 120 deg - No Ice 3.71 3,91 125 77.81 -135,39 0.04 Dead+Wind 150 deg - No Ice 171 2,26 3,89 134.74 -78.18 0.02 Dead+Wind 180 deg - No Ice 3.71 0.00 4,49 155,57 -0.03 -0.01 Dead+Wind 210 deg - No Ice 3.71 -226 3,89 134,74 78.12 401 Dead+Wind 240 deg - No Ice 171 -3,91 215 77,81 135,33 -0,05 Dead+Wind 270 deg - No Ice 3,71 -432 0.00 A05 156.27 405 Dead+Wind 300 deg - No Ice 171 -3.91 -215 -7730 135.33 -0,04 Dead+Wind 330 deg - No Ice 3,71 -2.26 -189 -134,63 78.12 -0,02 Dead+Wind 0 deg - Service 332 -0.00 -1.56 -5177 403 0.00 Dead+Wind 30 deg - Service 3,72 0.78 -1,35 46.56 -27A 0,01 Dead+Wind 60 deg - Service 3.72 135 -038 -26,86 -46,88 0.02 Dead+Wind 90 deg - Service 332 156 -0,00 0,05 -54,12 0.02 Dead+Wind 120 deg - Service 3.72 1,35 0.78 26,97 -46,88 Oki Dead+Wind 150 deg - Service 3.72 038 1.35 46.67 -27,08 0.01 Dead+Wind 180 deg - Service 3.72 -0.00 1.56 53,88 -0,03 -0,00 Dead+Wind 210 deg - Service 3.72 -038 1.35 46.67 27,02 -0.01 Dead+Wind 240 deg - Service 332 -1,35 0,78 26.97 46.82 -0,02 Dead+Wind 270 deg - Service 172 -156 _0A0 0,05 54,07 -0,02 Dead+Wind 300 deg - Service 3.72 -1,35 -038 26A6 46,82 401 Dead+Wind 330 de - Service 3.72 -0.78 -135 -46,56 27,02 -0.01 Solution Summa - ---------- In Sum ofApplied Forces Sum of Reactions Load PX py PZ PX py PZ % Error Comb. K K K K K K 1 0.00 -332 0.00 0,00 3.72 0.00 0.00 2 0.00 -172 449 0.00 3,71 4.49 0A02% 3 216 -172 -3.89 -2,26 171 3.89 0.002% 4 191 -3.72 -125 -3.91 3.71 2.25 0.002% 5 4.52 -3.72 0,00 -4.52 331 400 0.002% 6 191 -3.72 2.25 -3.91 331 2,25 0402% 7 2.26 -3.72 3.89 -2,26 3.71 -189 0.002% 8 0.00 -3.72 4.49 0.00 3.71 -4,49 0.002% 9 -216 -3,72 189 126 331 -189 0.002% 10 -191 -172 2,25 3.91 3,71 -2.25 0,002 % 11 452 -3.72 0.00 4.52 3,71 -0,00 0A2% 12 -191 -332 -125 191 3,71 125 0.002% 13 -2,26 -172 -189 126 3,71 3.89 0.002% 14 0.00 -3.72 -1,56 0.00 332 1.56 0.004% 15 038 -332 -1.35 -0,78 3,72 1,35 0.004% 16 1,35 -332 -038 -1,35 172 0,78 0,004% 17 1,56 -3,72 0.00 - 1.56 3.72 0.00 0,004% 18 135 -3.72 038 -135 172 -0.78 0.004% 19 018 -3.72 1.35 -0.78 3,72 -135 0A04 1 /o 20 0.00 -3.72 1.56 oko 3,72 -1.56 0.004% 21 -0,78 -332 1,35 038 332 -1,35 0.004% 22 -1.35 -332 0J8 1.35 172 -038 0,004% 23 -156 -172 0,00 1.56 172 0.00 0.004% 24 -135 -3,72 478 1,35 172 038 0k04 4 /o 25 -038 -172 -135 0J8 172 1,35 0,004 In Pole Shear Des!qn Data Section Elevation size Actual Actual Allow. Ratio Actual Actual Allow, Ratio NO, y A FV fi T A FW A K kri ksi — F, kip-ft ksi ksi — F,, L 51 -Oft) TPIUU12.50.1875 4.53 0,405 22.000 (1037 005 0 006 n6l (I MA • Interaction Design Data vation Ratio Ratio Ratio Ratio Ratio Comb, Allow Criteria Na P fft fby A f. Stress Stress ft F Fi� FL F.. F- Ratio Ratio M1 11 -3+Vr WIT4 • M. 11 Section Elevation Component Size Critical P SF*P.*. % Pass No, ft Type Element K K Capacity Fail Ll 51-0 Pole TPMI5x12,50.1875 1 -3,71 425.03 95.2 Pass Sturmury EM LO-Existin g/Proposed Pole {L1} 95A Pass Rating = 95A Pass Program Version 6.1.4.1 - 12/17/2013 File:F:/Prqjects/Crown Castle/00 PROGRESS/877056 (QWEST AMEK RED CROSS)/StrucwmVtnx1877056.eri M 51 Ft Monopole Tower Structural Analysis CC/ June 20, 2014 BU No 877056 Project Number 014-00546-00, Application 243811, Revision I Page 9 tnxTower Report - version 6.1.4.1 I C: 1-4 cr N) 0 rt 0 tD 0 0 ft I u :4 )PI 1-4 0 0 n 0 0 to Pt 0 cn V m IN a m 9 0 to W #-U n n rt tA• o OA 0 0 0 ofl m ------------------------- .......................... m I • Em r"Id • I I I H bj 1-4 1 1 F, 6o Lo to 4o !~, to 6" Cn Ml r I cl r tA. t cr cr 0 0 0 tr 0 0 Z to 1 0 , n 0 Ud tf a >S H to 0 0 0 -4 04 p-j w w t%) w 0 w 0 V CO Cl 0 0 Ld 0 m OD P I Ph rr rt CJ C"3 a ttf rt 0 t o 0 (0 to w I I I H bj 1-4 1 1 F, 6o Lo to 4o !~, to 6" Cn Ml r I r tA. t 0 0 0 tr 0 0 1 0 , 0 & 1t 6e9 C9 ? ? rt 0 -4 04 p-j w w t%) w 0 w 0 V Cl m OD P 0 0 CJ C"3 a rt t o 0 (0 o 6o �j 6A ;P. 691 °j :4 *j '4 —10 x cl ft 0 a ft a I I I H bj 1-4 1 1 F, 6o Lo to 4o !~, to 6" Cn Ml r I tt to 0 4 I , rt at I t* Ln Ln N) a rt M 0 to to F 00 1 401 I m tA. t 0 0 tr 0 rt V m OD P CJ C"3 a rt t o 0 (0 tt to 0 4 I , rt at I t* Ln Ln N) a rt M 0 to to F 00 1 401 I m 0 AOW Caisson Analysis (F) Ur *i - UEST/AM R, I # , , # morneff -- Axial F(gm Caisson ftMUm jLjing Ego= Additional Safety Factor frorn Caisson = JIM Capacity SaLety Factor of 2 2,00 10,0% OX, Additional Safety ^2222 7770 Length A\ Reba Size.,& # of bars Tie Size Clear Cover fc F(gm Caisson ftMUm jLjing Ego= Additional Safety Factor frorn Caisson = JIM Capacity SaLety Factor of 2 2,00 10,0% OX, Additional Safety ^2222 7770 Stiffener (Welding at _both sides ) Thick Grade Chip _Plstance:jej� N/A Weld Type: Thic . 38.6 ksi Stiffener (Welding at _both sides ) 7Coo N/A Weld Type: Thic . 38.6 ksi Groove Depth: Allowable PL Bending Stress: Groove Angle: degrees Fillet H. <— Disregard Ft et V. Weld in Width: in Height: in Thick: in Notch: in Stiffener Results Grade: ksi Weld str.: ksi Clear Space ............ between Plate Flex+Shear, fb/Fb+(fv/Fv)"2: Stiffeners in at NIA Plate Comp, (AISC Bracket): Anchor Rod Results TIA F —> Maximum Rod Tension 68.7 Kips Allowable Tension: 195,0 Kips Anchor Rod Stress Rate: 35.2% Pass Base Plate Results Dism' N/A PL Ref, Data Thic . 38.6 ksi Grade�.�IJJEM Allowable PL Bending Stress: ksl # of Sides: 18.85 V IF Round I Anchor Rod Results TIA F —> Maximum Rod Tension 68.7 Kips Allowable Tension: 195,0 Kips Anchor Rod Stress Rate: 35.2% Pass Base Plate Results Flexural Check N/A PL Ref, Data Base Plate Stress: 38.6 ksi Yield Line (in): Allowable PL Bending Stress: 50.0 ksi 18.85 Base Plate Stress Ratio: 77.2% Pass t- BASE PL Max PL Length: Oty/4 23.28 NIA - Unstiffened Stiffener Results i t Anchor, Typ Horizontal Weld N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/Fv)"2: N/A Plate Tension+Shear, ft1Ft+(fv/Fv)A2: NIA Plate Comp, (AISC Bracket): N/A 9s� Pole Punching Shear Check, N/A Max PL Length Wield Line # Anchorli at corner- st 5t t- BASE PL Oty/4 THICKNESS i t Anchor, Typ ST;FFENSO CONFrGURAI)ON ASSUMED dN TOOL Input Clear Space at B.G. for 51QWj Pole W/ DIAM - 0 Anchor Spacing Some As Stiffener Spo6nq, Except for ZqaLt Corner Anchor (Input Clear Space) gi;ess InErease Factor ASDASIF: CCIplate 1.5 - Square Base F-G 1.2, Effective March 19, 2012 V) Analysis date: 6/20/2014 L ..�,. ,� ,.. �. WEST 27TH AVE EX BUILDING , \ \ � \ / + \ ƒ ƒ \. �ƒ < ¢ SI TE P LA N SCA I» twt 0--ELEV. 50'-0 a r� s t EX ANTENNAS BY OTHERS C. F N � { t) EX. SPRINT NV ANTENNA () RRU S PER SECTOR Ll EX. MMBS CABINET EX DC D ISTRIBUTION EX, RECTIFIERS NEW 2.5 ~row .. EX A UX EN/ CONSTRUCTION CENTERLINE ...„ n u � 3 1 u1 �'�I " " '►""� 1 l t S OLUTION S 1,1310 IABLI MOUNTAIN PARKWAY GoWn, CO 90403 303 "3-3293 WWWCENTERUNESOLUTIONSCOM I If CO SPNO SERMCE GR(AJ 1 �XIS7'!NG �►G 1�C�WER t��5T6�l�U7°IfN a�,; .�'.. 3 ��CS MM N wi i #i �N� i�uMww 1 �XIS7'!NG �►G 1�C�WER t��5T6�l�U7°IfN a�,; .�'.. 3 ��CS 1 #1 1 �114 ion applWations may not P + , t/ ( please Mailing dress: (if different than property address) Address. Complete all information on BOTH sides of this for r� « s Sq. FULF Btu's Gallons Amps Squares sorer w C RY of DOW L P :l a :n # A P ermit Addrew City, State, zip� ' AJI B City License # 13 o 65 City License # City License # 1400 (fu lly scribe work to be performd - Attach additional stmet i C t-viA en C5 " view Fee fdue at finut s ub4tuffall: E to „ -„ rr a';f . Sq Ft BTU .�._ Amps .� .�_. _._. ONNINER/C'ONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I her - eky ceniify that the ssrthatc k distances ptrsrpwwswd by this N, --nit applicationare accurate and do, not violate applicable ordinances, ruics or regulations of the City of Wheal Ridge or covenants, enaants, a° s rsaanrtets or rLNtriction* of m tartit that all a aataaasurwarucaats shown an allegations made arr aac:c uratt v than l have read and agree to abide by all +ceitaelations prlaata (m this application tion area! thaat i aasaaartar ful aw"pr nsibi ity fiat r rraatpalisan a. itla applicable bl ity eat” Wheat Ridgic ctWes aril ordinances for work e n&r any petutit issued based earn this sapap lic'aa6, that i damn the leggul trwncr or have beat afutlacssizeiJ by thu f „ aal arevraim of "the prv4xity to gnu farm the described wor eared am also aauthmize l by the lgpi owner orally entity included on dais app hic tion tat list them earthy on this ap licattiaatt. City of .1� CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p� 303.2351855j 301237-8929 M Proof of Submission for Permitting/Plan Review ffl • am a duty authorized representative ♦ the agency signa u , re below, hereby acknowledge receipt of documents necessary IN • 11 ct indicated above. MOMMJII Agency Notes: Date: Signature: I i) 11(1 Agency Represeriia--U-4�, Permit#:201300362 Issued: 08/26/2013 Stipulations: Interior Remodel for Medical Dispensary Facility. This certificate verifies that the building constructed and/cm the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards the zone district in which it is located and may be occupie All other licensing requirements for the City must be met. I ♦ 71#7 Owner: G & G Investments 10030 W 27TH AVE WHEAT RIDGE CO 80215-6601 Contractor; Jeremy Jewett 24881 E ONTARIO DR AURORA CO 80016 0 i7♦'-Administrator Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit ;201300362 Issued: 08/26/2013 Stipulations: Interior Remodel for Medical Dispensary Facility. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. 12011MEN Owner: G' � 63 11Ve 61--)7 2ek 7 TS' 10030 W 27TH AVE WHEAT RIDGE CO 80215-6601 Contractor: Jeremy Jewett 24881 E ONTARIO DR AURORA CO 80016 For the Following Purpose: Comm. Tenant Finish Y Code ditions 012 ICC/2011 NEC 2006 ICC/2011 NEC 2006 ICC/2005 NEC other NO change shall be made in the USE of this building without prior notice and a new Certificate Of Completion from the City of Wheat Ridge. g "—(�ERTIFICATE MUST BE POSTED BY FRONT DOOR OF I/ COMMERCIAL OCCUPANCIES Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201300362 Issued: 08/26/2013 Stipulations: Interior Remodel for Medical Dispensary Facility. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and • property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. a 4 . Owner: SOCIETY FOR RANGE MANAGEMENT 10030 W 27TH AVE WHEAT RIDGE CO 80215-6601 Contractor: Jeremy Jewett 24881 E ONTARIO DR AURORA CO 80016 • IP11111 I lip; I !III ill Ig Chronic Therapy - MMJ Dispensary and Grow Facility I would like to formally cancel the mechanical plan submitted for the project located at 10030 W 27 Wheat Ridge, CO. We will be resubmitting the mechanical plans on an entirely new permit k• metime in the near future and will • using existing HVAC for the time being. EfecthcWt a_ a w� O ^" , (OW ) as is � ,. a i1; • N e r a m Propert 0030 W. 27th Avenue, W heat Ridge, CO 80 21 5 Property Owner anty Society for Mange Management ph one: Mailing . (if ddferent than prope address) A ddress - Same as above City, State, Zip: Coninntoc t bd Contioctors City Li hone: Sub m' Electrical: Plumbing hanical. City License # City License City Licens t (Pally de scribe work to - Attach t . diti _ l sheet It neces Mod ification f unmanned telecommunications facility Contrad sea attachment p 0- Rey (d t Pi la of a r'ttst) S quares � ,s Ga llons -, traps p Ft, OWNER/CONTRACTOR St E OF UNDERSTANDING AND ' REEMENT 1 hereby certify that the setback distances proposed by this per °aalt application are accurate and do not violate applicable ordinanees, t rules or rc ulatatans of the City of Wheat Ridge, or covenants, easem £ar redricraoaas ofVv srd; that all measurements lsown and allegations made are accurate that 1 have read and agree to abide by all conditions panted on this applicat and that d assume full mqtonsilsifity for compliance with applicable City of Wheat Ridge eodes and ordinance . for work- under any pernot acted based on this application; ; that l am the legal Own or have bee authorized by the legal owner of the property to , erfonn the dv;cribed work and am also authorized by the legal owner of any entity included on this appl caata£tra to list that entity on this appl cation, C` RC OVE (lTWAT) (C ONTRA rO) (Aff #ONIZE REPRE EDN' f of a' 1 (COiNIT TOR) II »f. * »y¥« #v« <ya« » <+# d © *: ff \ w « > ? v0ra prin Site: DNO3XCO92 f2 » = «« Representi Sp wa= 303-5 « 4» »<« ? « 2 : <■ 2 #� I PR OJECT DESCR NETW ORK THIS IS AN (E) SPRINT WIRELESS TELECOMMUNICATION FACILITY NE7WORK VISION EQUIPMENT UPG ♦ LAU i 11 QWEQT/Am • rr bo OtBuIlding Department '" i►, 1111111- --A Sprint VISION Q W E ST/AMER. RED CROSS DN54XC124 WMT 2M AVE «w :. o,. •s' *. SITE AQUISITION MAN AGER CONSTRUCTION MAN AGER yC VICINITY M NORTH Work skull comply with 2006 t_`. 111C, [MC, IFGC, IFC, 2005 NEC and any applicable City of Wheat „�•3r I PR OJECT I PLIC GENERAL DYNAM= ON BEHALF OF SPRINT AMAN BERNARD SOUTH QUEBEC STREET SUITE 340 C GREENWOOD VILLAGE, CO WI I I AMANIDABERNARDOWT.COM I A AV •'IF RIO NIgI NII �NGI I, N U ��tl NIII III IVINllpll ELEVATION i ANT ENNA PLAN` (ALL SECTO w I PR OJECT I PLIC GENERAL DYNAM= ON BEHALF OF SPRINT AMAN BERNARD SOUTH QUEBEC STREET SUITE 340 C GREENWOOD VILLAGE, CO WI I I AMANIDABERNARDOWT.COM 1 CURRENT USE: 1 UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY 1 Y T'tNS t3 t3 THE DESIGN RTYAND COPYRIGHT OF ED$ CONSULTING, INC. & FOR THE EXCLUSIVE USE BY THE TME CLIEW. ANY OUPUCATION OR USE WITHOUT EXPRESS NIRTTEN CONSENT OF THE CREATOR IS STRICTLY a Joe ft _ 81121827 ht9M I A AV •'IF RIO NIgI NII �NGI I, N U ��tl NIII III IVINllpll 1 CURRENT USE: 1 UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY 1 Y T'tNS t3 t3 THE DESIGN RTYAND COPYRIGHT OF ED$ CONSULTING, INC. & FOR THE EXCLUSIVE USE BY THE TME CLIEW. ANY OUPUCATION OR USE WITHOUT EXPRESS NIRTTEN CONSENT OF THE CREATOR IS STRICTLY a Joe ft _ 81121827 ht9M �1�11R�AQ_NIIR_ �TA ��I�l I . ALL WORK SHALL CONFORM 'TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDNANCE$, 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WI THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REMSIONG. THE SPECIFICATION IS THE RULING DOCUMENT AND ANY 05CREPANOES BETWEEN THE SPECIFICATION AND THESE, DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3, CONTRACTOR SHALL VISIT THE JOB SI AND SHALL, FAMILIAREZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS 10 THE COST IHCREDF� FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PROM TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4, PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED- THE WORK SHALL NCLUDE F MATERIALS, EOUIPMENI AND APPURTENANCES. AND LABOR NECESSARY TO EFFECT ALL INSTAL,LATTONS AS INDICATED ON THE DRAWINGS, 5. DIMENSIONS SHOWN ARE 10 FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE THEREFORE, it IS CRITICAL. TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE AN' QUIESTIONG REGARDING THE CONTRACT DOCUMENTS, (E) CONDITIONS AND/OR DESIGN DIFENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLVING PRIOR TO COMMENCING THE WORK, 6 DETAILS ARE RVENCED TO SHOW DESIGN INTENT, MODIFICATIONS MAY OF, REQUIRED TO SOFT JOB DIMENSIONS OR CONDTIONS, AND SUCH, MODIFICATIONS SHALL BEE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLAAWICA71ON IN WRITING, AND SHALL, RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINES OR IDENTIFIED BY THE CONTRACT DOCUMENTS, 8 CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING IHE BEST CONSTRUCTION SKILLS AND ATTENTION, CONTRACTOR SHALL BE SOLELY RESPONISLBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUE% SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS Or THE WORK UNDER CONTRACT, UNLESS 01HERARSE NOTED 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND OUTLAND OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRAST, WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS, 10, CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH IRE REQUIREMENTS, 11. CONTRACTOR SHAU, BE RESPONSIBLE, FOR COCRINNOIKKA HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL. ALL EQUIPMENT AND MATERIALS N ACCORDANCE WITH MANUFACTURERS RECOMMENUATiONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE, 13, MAKE NECESSARY PROVISIONS TO PROTECT (E) SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC, AND IMMEMATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14, IN DAN11ING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC,, MUS BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES U.INLESS NOTED OTHERWISE). LOCATIONS Of REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT, 15, REPAIR ALL (E) WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACED, I& DEAL, PENETRATIONS THROUGH FIRE RATED AREAS WITH ULL. LISTED AND FIRE CODE APPROVED MATERIALS. 17, KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL SIR', DEBRIS, AND RUBBISH, EQUIPMENT NOT SPECIFIED AD REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED, LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PALAU SPOTS, OUSF, OR SMUDGES OF ANY NATURE. CONTRACITAR SHALL BE RESPONSIBLE FOR MAINTAINiNG ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18, MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WTH CABLE MANUFACTURERS RECOMMENDATIONS, TO ALL (f) INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UILLPTES, WHICH WTERFERE WITH - THE EXECU OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE NSCON AT PURRS WwCH WILL NOT NTERIFFRE WITH THE EXESUGON OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER, 20 CONTRACTOR SHALL, MINIMIZE, DISTURBANCE TO (E) SITE DURING CONSTRUCTION, EROSION CONTROL. MEASURES, IF REQUIRED OURRIC CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR SFATE AND LOCAL GUIDELLNES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES, 2T, LIGHT SHADED LINES AND NOTES REPRESENT WORK TIMOROUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT, CONTRACTOR SHALL. VERIFY IF (E) CONSTRUCTION AS COMPLETE. CONTRACTOR SHALL, NOTIFY ENGINEER OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL, SECURE ALL NECESSARY PERMITS ANQUOR INTINNG CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. 1 AODMON, CONTRACTOR SHALL PROVIDE ALL NECESSARY COGRAGNATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. E A, N E : F2 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL. CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS, IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH T HESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSE ALT, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DRECTLE) THE CORRECTIVE, ACTIONS TO BE TAKEN 2, E LECTRICAL CONTRACTOR SHALL VISIT THE J08 SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST 'THEREOF, ALL (E) CONDITIONS OF ELECTRICAL, EQUIP,, LIGHT FIXTURES, ETC,, THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID, FAILURE TO COMPLY WU`H THIS PARAGRAPH WILL TN NO WAY REURVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM, 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDANANCESS OF 'THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE FLU NOT BE UNITED TO: A, UL UNDERWRITERS LABORATORIES 8, NEC NATIONAL ELECTRICAL CODE C. NEAR, NATIONAL, ELECTRICAL MANUFACTURERS ASSOC. 0, OSHA OCCUPATIONAL SAFETY AND HEALTH ACT E LUC --- INTERNATIONAL CORDING CODE F. RENA - - NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH `OOFLSTRUCTLON MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5, (E) SERVICES: CONTRACTOR SHALL NOT INTERRHPT (E) SERVICES WI WRITTEN PERMISSION Or GLUT, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, PrES, INSPECTIONS AND TESTING, CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT, 7, THE TERM "PROVIDE" USED IN CONSTRUC71ON DOCUMENTS AND SPECIFICATIONS, kNCKLXTES THAT THE CONTRACTOR SHALL FURMSH AND INSTALL, & CONTRACTOR SHALL CONFIRM WITH LOCAL UVLNy COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTAI(E FOR THE OWNERS' CONFIRMATION, ETC, ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, TIMOR TO BEGWNPIG ANY WORK, 9, MINIMUM WIRE SIZE SHALL BE #12 ARTS, ACT INCLAJ)XIC CONTROL WKING, UNLESS NOTED OTHERWPFE. ALL CONDUC SHALT" BE COPPER WITH THWN INSULATION. 10, OUTLEI, BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPEC*, ENCLOSURES FOR OTHER CLASSAFIED AREAS, 1 1. 1 IS NOT THE WTTFIT OF THESE PLANS TO SHOW ENTRY MINOR DFrAll OF' THE CONSTRUCTION. CONTRACTOR TS EXPEOTED 'TO FURNISH AND NS TALL ALL ITEMS FOR A COMPLETE EA.ECHH(VN. SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE FOAAPMENI 10 RE PLACED IN PROPER WORKING ORDER, IZ ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFKADON, SET FORTH BY SPRINT. 13, ALL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY NSAPECTD)N AND APPROVAL By CONSTRUCTION MANAGER, 14, ALL. WORK SHALL BE COORDINATED WITH OT14ER TRADES TO AVOID INTERFERENCE WIP4 THE PROGRESS Of' CONSTRUCTION, S. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE, I& THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADCATIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT Of, OR THE REPAIR Or, ANT OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS, 17 ADEQUATE AND REQUIRED UASILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY,/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK, 18L PROVIDE AND INSTALL. CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEOCES FOR ALL OUTLETS AS INDICATED. 10 DITCHING AND BACK FILL CONTRACTOR SHALL, PROVIDE FOR ALL. UNDERGROUND NSTALLED CONDUIT AND/OR CABLES INCIODING EXCAVATION AND BACKYLLLING AND COMPACTION. REFER TO NOTES AND REQUIREMEN EXCAVATION, AND BACKPLLING. 20, MATEIA9,% PRODUCTS AND EQUIPMENT, INCLUDING ALL. COMPONENTS THEREOF, SHALL BE NSA AND SHALL APPEAR ON IHE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA ABC IEEE, 21, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURERS CATALOG INFORMATION OF ANY)ALL, IJGHTLNG FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO KISUILLAT*14, 22. ANY CUTTING OR PATCHING SEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL, BE INCLUDED AI THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE, 21 THE ELECTRICAL CONTRACTOR SHALL LABEL ALL RANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL EI.CCTRICAL WIRING SHALL, BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND OUACK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE T YPE, 25. ALL CONNEC71ONS SHALL BE MADE WHH A PROTECTIVE COATING OF AN ANP-OXIDE COMPOUND SUCH AS 'NO-GOOF A' BY DEARBORNE CHEMICAL COL COAT ALL WIRE SURFACES BEFORE CONNLCVNG. EXPOSED COPPER SURFACES, LVCLUASNC GROUND BARS, SHALL, BE TREATED - NO SUBSTITUTIONS, 26, RrACrWAYS: CONDUM SHALL BE SCHEDULE 40 PUC MEETING OR EXCEEDING NINA TOG - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONOUTIS AND PROVIDE TWO SEPARNFE PULL,.. STRINGS - 2,000 LOS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 T`T. RADIUS, NOS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL ALL, FITTINGS IGALL BE SUITABLE FOR USE WITH THREADED SAFE CONDUIT. COAT ALL THRISIDS WITH '13RtTE ZINC' OR 'coLD CALV 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC, 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVOY COPPER WITH TYPE THINN ➢SUIATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO, 8 AWG, USE STRANDED CONDUCTORS FOR WIRE ABOVE NO 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS; CONTRACTOR SHALL USE PRESSURE TYPE. NSULATED TWIST-ON CONNECTORS FOR NO, 10 PAYS AND SMALLER, USE SOLDERLESS MECHANICAL IFFIMINAL LOGS FOR NO 8 WAS AND LARD R. 30, SERVICE 240/I2OV, SINGLE PHASE, 3 WIRE CONNECTIONS AVALLABLE FROM LIFILRY COMPANY OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31, TELEPHONE SERVICE`, CONTRACTOR SHALL PROVIDE EMPTY CONOUTC5 WITH MOLE TAPE AS INDICATED ON DRAWINGS 32, ELECTRICAI, AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 30', OR 6' BELOW FROST LINE, WHICHEVER IS GREATER, 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12' BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC' OR 'BURIED TELECOM', 34. ALL DOLTS SHALL BE STAINLESS STEEL, E:N, FnV, 1, ALL, WORK PERFORMED SHALL, BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. Z. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE Of EROSION AND SEDIMEN CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT' PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISMCDONAL INSPECTION & RELEASE OF Sal 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEAMMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURED VATHLN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION, 4, NO SEDIMENT SHALL BE ALLOWED TO EXa THE PROPERTY. THE CONTRACTOR IS REPSOFIRS-E FOR TAKING ADEQUATE. MEASURES FOR CONTROLLING EROSION, ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUWECt TO EROSION. 5 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SKY AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL, BE CORRECTED AT THE CONTRACTORS EXPENSE, 6, CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALI SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY, 7, CLEARING OF VEGETATION AND FREE REMOVAL SHALL BE ONLY AS PERMrFTED AND BE HELD TO A MINIMUM, ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVEO 8, SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPUSHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE, 9, CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED By LOCAL, COUNTY AND STATE CODES AND ORDALANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PRVAENT ACCUMULATION Of' SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THiS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BkE SEDIMENT BARRIERS, AND CHECK BARS. ILL RIP RAP OF SIZES INDICATED SHALI, CONSIST OF CLEAN. HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANITTY OF SOF FRIABLE, HIM, ELONGATED OR I.WNATED PIECES, DISIN',ECRATED MATERAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. 1, VERIFY EACH COAXIAL CABLE LENGTH, ANAMETER, FKAYIJUL, COLOR CODING AND ALL APPURTENANCES WILTH rDC, 2, THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL, CABLF D AMETIER AS SHOWN ON SHEET RF-I, THSI CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION, ACTUAL ANTENNA CABLE LENGTHS) MUST BE VERIFIED, COAXIAL CABLE SHALL BE PROVIDED BY GOIr, 3, ALL COAX CABLES SIAM L UPLEE GROUND KITS, GROUNDED AS FOLLOWS,. A, NEAR AN BAD CENTER ELEVATION, 8, MIDDLE OF TOWER (NIGII-HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200% C, BOTTOM OF TOWER, D. AT MASTER GROUND BAR X-V FROM MMES -BOU CABINET 4, ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR, S. ALL CABLES SHALL BE COLOR CODED AS S40WN ON SHEET RF-I AND N ACCORDANCE WITH SPRINT SPECOICATKINS, 6, SANCING SHALL BE IN ACCORDANCE WITH SHEET RF--1 AND AS FOLLOWS: A, MAN UNE CO.OR PAM %WL BE 2" WDE, MANITAN I' SPACING SETWFMN COLORS 8, FREQUENCY CE OR S*MS B-LAUL BE r WIDE WITH NO SPACE BETWEEN COLORS, C, JUMPER COLOR BANDS SHALL BE I WIDE WON I" SPACE. O. 'START COLOR BANDS 2' BEYOND WEATHERPROOFING, E, START SELECTOR COLOR NEXT 70 END CONNECTORS. 7, RNAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GO OF ENGINEER, SEE ANTENNA SCHEDULE SHEET A-3 BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD_ 5, SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9, ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DUU`ANCES NOT 'TO EXCEED 3' OR THE CABLE. MANUFACTURERS SPECIFICATIONS WIRCHEVER iS LESS, WfFi HARDWARE SPECflED Hi THE COAXIAL CABLE. ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT BY OTHERS, IO. PROVIDE AT LEAST 6' OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT, ANIL,NNA & fil JSAa 1 9,1 �'_ 1, VERIFY EACH HYBRID CABLE LENVU!, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT 2, THE HYBRID CABLE DIANA LA AND LENGTH i.S SHOWN ON A-3, EXCESS CABLE, LENGTHS T O BE DRESSED IN A MANNER APPROVED BY GE ST, CABLES CANNOT BE CUT TO FTT. S. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIPMATIONS. 4 EXCESS TOP IS' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDO, CNNNO, BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF--I & KI ACCORDANCE WITH SPRINT SPEC IFICADONS.. & BANDING SHALL BE N ACCORDANCE WITH SHEET RF-1, A. MAIN LINE COLOR BANDS SHALL BE 2' WIDE. MAINTAIN I SPACING BETWEEk B. JUMPER COLOR BANDS SHALL BE I' WIDE WITH I' SPACE, C, START COLOR BANDS 2' BEFORE MAIN CABLE END 7, FINAL HYBRID CAME SIZES SHALL BE DETERMINED BY SO RE ENGINEER. SEE HYBRID CARLEE SCHEDULE SHEET RP-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDD, 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPOR STRUCTURE AT DISTANCED NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER 6 LESS, WRIi HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING OETAILS Of' THE SUPPLIED STRUCTURAL. SUPPORT. � �T� R_4 NCB S S. T DO MEN EXCAVATE OR DISTURB BEY ANPI BEYOND TH PROPERTY LINES OR LEASE LINES, UNLESS OTHERE NCUED, 2, 00 NOT SCALE BUILDING DIMENSK)NS FROM DRAWING, 3, SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UDUTLES OR IMPROVEMENTS SHALL SE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERN, CONTRACTOR AND ISSUER} TO ARCHITECT/ENICNEER AT COMPLETION OF PROJECT. 4. ALL (E) UBUDES, FACALFBES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS THE ENGKIEER AND OWNER ASSUME NOT RESPONILRALITY WHA AS TO THE SUFFICIENCY OR ACCURACY OF' 'THE INFORMANON SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL, OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL (E) UTILITIES AND FACAIDES PRIOR TO S OF CONSTRUCOON, CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING (E) UTILITIES, 5, CONTRACTOR SHALL, VERIFY ALI, (E.) LRIURES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY ISSCREPANTSES OR DOUBTS AS 10 THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENONEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCRTTECF/ENORIEEN FAILURE TO SECURE SUCH NSTRUCUON MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE 6, CONTRACTOR SHALL CALL LOCAL, BIGGER PDT LANE FOR U`DUrY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION, 7, ALL NEW AND (E) UTILITY STRUCTURES ON - ,HE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. EL GRADING OF THE SITE WORK AREA IS 10 BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS, 9, ALL TEMPORARY EXCAVA FOR THE INEGALLAPON OF FOUNDATIONS, UTILITIES, ETC_ SHALL BE PROPERLY rN * t oprilm. VISMIN U N iiii ElE.."ll Consulting 21 StW E SwtngtDn, MA 01803 T0 781.2712500 1 Fax: 781,273,3311 www.ebb)nw*V,00m OWEST/AMER. RED CROSS m uu THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYR*HT OF EIN CONSULTING, INC A FOR THE EXCLUSINE USE BY THE TITLE CLIENT. ANY "LICATION OR USE MATHOULT EXPRESS WRITTEN CONSENT Or THE CREATOR 6 STRICTLY PROHIBITED, tKk $1121827 Q'I LAIO BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL. SAFETY AND HEALTH ADMINISTRATION OTSHA) REQUIREMENTS, TO. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL. AND COMPACTED TO 95% OF STANDARD PROCTOR DRY DENSITY, Q. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS, THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY CDMPACTIUD THROLNGIOUr ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. Ll ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL. TO I VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER, 14. CONTRACTOR SkNL CLEAN ENTIRE SITE ONLY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN, ALI. MATERIALS COLLECTED BUSSING CLEANING OPERAIRONS SHALL BE DISPOSED OF OFF--STIE BY THE GENERAL COAURACTOR. 15, ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR, 16, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION, FOUNDATQN- . ) E QKFLLL, 4 1. ALL FINAL, GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO I VERMAL. 2, ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT IFIC PRESIONCE OF PENDING WATER, CEWATEFRNG FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM DI557. 3, CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL, IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECYANCALLY COMPACTED GRANULAR MATTRAL OR "THE EXCAVATION SHALl BE FILLED WITH CONCRETE OF THE SAME TYPE. SPECIFIED FOR THE FOUNDATION. CRUSHED STORE MAY BE USED 10 STABILIZE THE BOTTOM OF THE EXCAVATION, ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4, ALL EXCAVATIONS SHAU, BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING, BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AD EARTH, LOAN SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2 MAX DIMENSIONS. ALL BACK PILL SHALL BE PLACED IN COMPACTED LAYERS. 5- ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED IS NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL. IN ACCORDANCE WITH ASTM 01557, 6, NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FlUNG, 7, FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PRESENT STANDING WATER, THE FINAL FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DKIEC"ONS FROM THE CENTER FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE PAUL FINISH GRADE ELEVAIRONS, PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED, IL NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXPLE FABRIC TYPE:. TYPAR-34 AS MANLFACTUREO BY 'CONSTRUCVON MATERIAL 1­800-239­3841' OR AN APPROVED EQUIVALENT, SHOWN ON PLANS, THE GEOIEXT(LE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE Of VEGElAPVE GROWTH AND EXTEND TO WITHIN I FORT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER, ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4' DEEP COMPACTED STONE OR GRAVEL AS SIPMFIED. I.E. FDOT TYPE Na 57 FOR FENCES,; COMPOUND; FOOT "YPE, No, 67 FOR ACCESS DRIVE AREA, 9, IN ALL AREAS TO RECEIVE RLT., REMOVE ALI, VEGETATION, TOPSOIL, DEBRIS, WET' AND UNSATISFACTORY COIL MATERIALS, OBSTRUCCONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE, FLOW STRIP OR BREAK UP SLOPES SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT Ru. MATERIAL WILL BIND WITH EXISTINq/PREPARED SOIL SURFACE, 10, WHEN SUB GRACE. , OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRES, PULVEFLZE, MINSTURE-CONOTTION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR 10 PLACEMENT OF FILLIE, I 4. IN AREAS WHICH EXISONG GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERA REPI-ACE GRAVEL SURFACING TO MATCH AMACEN GRAVEL SURFACING AND RESTORE TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED, ALL RESTORED GRAVEL SURFACING SHkL BE FREE FROM CORRUGATIONS AND WAVES, 12, EXISTING GRAVEL SURFACING MAY BE. EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAI ANY UNFAVORABLE AMOUNTS OF' ORCAMC MATTER, OR OTHER DELETERIOUS MAJEFSALS ARE REMOVED PRIOR 10 REUSE, FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERLIM, AS NEEDED '10 PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE, 13 GRAVEL SUB SURFACE SHALL. BE PREPARED TO REQUIRES COMPACTION AND SUB GRADE. ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORES. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WNH APPROVED SELECTED MATERIAL, GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB CHASE, 14, PROTECT EXISTING GRAVEL SURFACING AND SUB GRACE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE 15, DAMAGE TO METING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO IHE CONTRACT, M ALL, SUI BORROW MATERIAL FOR BACK RLL OF THE SITE SHALL BE INCLUDED IN THE 810, EXCESS 'TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED By GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. _51E Q_Ql Q RAI, I E �j 1. ALL STEEL WORK SMALL BE IN ACCORDANCE WITH THE LA EDTION OF THE ASIC MANUAL OF STEEL CONSTRUCTION, STEEL SECDONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W-SHAPF& ASTM ASKS, 50 KID ANGLES, BARS CHANNELS: INDIA ASK, 36 RIG HOG SECTIONS; ASTM 500, 46 ROL PIPE SECTIONS. ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE 40T DIPPED GALVAICZED. 3. ALL. WELDING "LL BE PERFORMED USING F70XX ELECTRODES AND WELDING SFRvL CONFORM TO AISC, WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER FABLE j2A IN THE AISC 'MANUAL OF STEEL CONSTRUCTION*, PANTED SURFACES SHALL BE TOUCHED UP, 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8 ASTIR A 307 BOLTS UNLESS NOTED OTHERWISE,, 5, FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT LQN' iL Q�L R'� , a� �EEI MAS _ - _aQj L I ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-05 2, CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM CAN, GRADE N--I, O"M=1,500 PIG, MEDIUM WEIGHT (1* PCF). 3. MORTAR SHALL BE TYPE - S - (MINIMUM 1,800 PSI AT 28 DAYS), 4, GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. 5 ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAVIING WALLS AND MALLS BELOW GRADE SHALL BE $BUD GROUTED, 6. ALL HORIZONTAL, REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL SEAM UNITS. 7, WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINT'S SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2 BELOW FOP OF THE UPPERMOST UNIT, IIF ALL BOND BEAM BLOCK SMALL BE "DEEP CUT" UNITS, 9, PROVIDE INSPECTION AND CLEAN-OUT HOLES AT RACE OF VFRTiCAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'­0' OF HEIGHT 10, ALL CROUTT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR, TI CEMENT SHALL BE AS SPECIFIED FOR CONCRETE, 12, REINFORCING BASS - SEE NOTES UNDER 'STRUCTURAL CONCRETE NOTES' FOR REQUIREMENTS. 13, PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2 GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. F4, LOW LIFT CONSTRUCTION, MAXIMUM GROUl POUR HEIGHT IS 4 FEET, I& HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECILFCATRINS AND SECTION 2104AA OF U.R.C. HL ALI. CELLS IN CONCRETE BLOCKS SHALL. BE FILLED SOLID WITH GROUT, EXCEPT AS 1 40TEED IN THE DRAWINGS OR SPECIFICATIONS, 17. CELLS CHINA, BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONOVShNG REINFORCING STEEL.. 18, REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE, UL SAND SHALL BE CLEAN, SHARP AND WELL GRADED. FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL,. M BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACi 301-05, ACC 318-05 AND THE SPECIFICATION FOR CAST­N PLACE CONCRETE. 2, ALL, CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH fc'-3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE, 3. REINFORCING S`FEEL SHALL CONFORM TO ASTM A 615, GRADE CO, DEFORMED UNLESS NOTED UTHFRWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL. WIRE FABRIC UNLESS RATED OTHERWISE, SPLICES CLASS W AND ALI, HOOKS SPALI. BE STANDARD UNLESS NOTED OFNERWISE, 4, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH_____ 3 0C CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER . . . __2 IN, #5 AND SMALLER & WWF .......... T 1 /B IN, CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST rHE GROUND: SLAB AND WALL_... ___354 IN BEAMS AND COLUMNS .......... __A 1/2 AL 5, A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UTLO, IN ACCORDANCE WITH A0 NOI SECTION 4.2,4 6, HOLES TO RECEIVE EXPANSiON/WEDCE ANCHORS SHALL BE 1/8 LARGER IN DIAMETER THAN THE ANCHOR SOLT, DOWEL OR ROD AND SHALL, CONFORM TO MANUFACTURESCS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON HAE DRAWINGS LOCATE AND AVOID CUTTING EICSTING BIDDER WHEN MLL'ING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSiON/WEDGE ANCHOR, SHALL RE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.. )YLA' FjjL� LFljjQ N _Q�FL_Q NQTI.a STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 1,0 WEATHERPROOFING CONNECTORS AND GROUND KIM 1, ALL CONNECTORS AND GROUND INTO SHALL BE WEATHERPROOPED USING BUTYL RUBBER WEATHERPROOFING AND TAPE, THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE .MANUFACTURER'S RECOMMENDATION, 2. THE COAXIAL CASTLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECIRICA/BLDYL RUBBER /ELECTRICAL WE AS DISCUSSED BELOAP OR A BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1, REOUIRED MATERIAL.: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE, 2. REQUIRED TOOLS. KNIFE OR SCISSORS, STEP I: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL. CABLE AND CONNECFOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTORLGROQND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH NOW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MOST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.. TWO ROWS SHALL BE APPLIES, ONE IN EACH DIRECDON, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTORVGROUND KIT WITH ONE LAYER OF BU RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROMM.ATELY 1/2 INCH, THE BUTYL RUBBER FARE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) FAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE, ON CONNECTORS, WHEN WEATHERPROORNG FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO NSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE, STEP 3: WRAP CONNECTOR /GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 RICH WIDTH OVERLAPPING EACH ROW BY I INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LATER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHRIGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO CO'LECT AND POOL, THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTO. RUBBER TAPE ONTO THE UNDERLYING CABLE,, ALL LAYERS OF 'APE SHALL BE WRAPPED SO THAT NO VOIDS OR NR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED, ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS, p ri nt' VISION GENERAL DYNAMICS WIRELESS SERVICIES 5 A M S N i I— Ill I Consutfing em"mmenCo I, W 3IA, d"DINTe 21 S"O I SuFfington, MA 01803 Tel: 781.273 2500 1 Fax. 781273.3311 wwwWbk;cnsul*Vxom QWEST/AMER. RED CROSS I THIS COMMENT IS THE DESIGN PROPERTY ABC COPYRIGHT OF EST CONSULTING, INC, & FOR THE EXCLUSIVE USE 9Y THE TITLE CLIENT. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. cm JOB "m 81121827 aaa �yJ t 3 t t t �, i m + t • i MIMI Av �a M -" C'u'M i sme I .. --- I i . , • (E) ANTENNAS ARE i NO TED • • M r n • It t w w +tr rrww« n PROPO ~ P ANM A . OF a SECtM T"AL Of 3) Sprint VISI 'IYIN 1, 33 218 Street ( ngton, MA 01863 Tel. 781273 Fax 781.273.3311 e N D CROSS I # ;;1.. La k THIS OMUMENT IS THE DESIGN PROPERTY AND COPYRGHT OF ES! CONSULTING, INC. d. FOR THE E.XGLUSIVE USE. SY THE TITLE CLBE.NT. ANY rATtCNt OR USE WIT14OUT FXPRESS WRITTEN CONSENT OF THE CREATOR 1S STRICTLY P IN JOB ft 81121627 t MM i + I x t i m t w WAN" RM J WOW SmimuLE ALPHA RRH- P4/RRH -C t / 9O' .98 1/2 $ 9.$ SAMSUNG 'TYPE 2 mm_. A RRM -P4/ _C2 1900/8W 90' .98' 1/2 $ � 9.8 SkYSUNG _ TYPE 2 GAM MA RRH --P4 -C2 �1 / ,,..... � _:..... �,.. -... ...... .....�,.. a .- ....,..,,. 9.8 °.m,�. ..... ., ,. -..._ TYPE 2 FRIMIJENCY ER HOW N M-L) /p 1'8.T II ALPHA KWW ET- X- TS- 70 -15 -$ 2- �18-IR -RD ti.8"X73.$" 1900/800 1 355' 38'• -6" f0' 7 ,1A, WIN Er- X- T5- 70 -15 -$ 11,8X73.8 "t IM/800 ...�._..,I._..., 13LY 38` -6 "� 2- 16- IR-RD K1dW ET- X- T5- 70.19 -$ 11.$`k'F3.8 "t 1 / ¢ , • (E) ANTENNAS ARE i NO TED • • M r n • It t w w +tr rrww« n PROPO ~ P ANM A . OF a SECtM T"AL Of 3) Sprint VISI 'IYIN 1, 33 218 Street ( ngton, MA 01863 Tel. 781273 Fax 781.273.3311 e N D CROSS I # ;;1.. La k THIS OMUMENT IS THE DESIGN PROPERTY AND COPYRGHT OF ES! CONSULTING, INC. d. FOR THE E.XGLUSIVE USE. SY THE TITLE CLBE.NT. ANY rATtCNt OR USE WIT14OUT FXPRESS WRITTEN CONSENT OF THE CREATOR 1S STRICTLY P IN JOB ft 81121627 t MM i + I x t i m t w WAN" GROOM COMSEAL -MARKER: ROXTEC -P/N:COMSEAL 16/1 3LOCK FOR ODA JRGE ARRESTOR BATTERY I RRH CAMN RRH BE OR BH CABLE tlApi;r .. . . .. .......... . /-2' LB HOUSING INTO MUDR r-2" HEAVY WALL COUPLING - se 2" SEAL. TITS STRAIGHT— CONNECTOR ONNECTOR 2" SEAL TITS FLEXIBLE d FGND MOUNTING xTABS (TY CONDUIT TO NEW el � a EQUIPMENT .. ......... . . l'- 1 3/4" L0 2" SEAL TTTE STRAIGHT PORT CONNECTOR ANTENNA PORTS 2" LIQUID TIGHT CONDUIT POWER PORT FOR HYBRID CABLE P/N k", #84,36 ff 2" HEAVY WALL CONDUIT - EQUIPMENT PAD i COUPLING 2' SCH 80 PVC FROM REAR MEW TELCO BOX INTO MUDROOM 2" HEAVY WALL CONDUIT— firu a &I it a Ilf-11 Owl finumumm l'-1 3/4" y se BRACKET AND HARDWARE 0 d FGND MOUNTING xTABS (TY A j el � a FRONT MEW SIDE VIEW l'- 1 3/4" L0 —OPTIC PORT x c ANTENNA PORTS ma o ur al POWER PORT a RET PORT BOTTOM VIEW GROUND 1900 MHz RRH-P4 MECHANICAL SPECIFICATIONS/ NI-111 IN= m Z Z w :r a SAMSUNG MOUNTING BRACKET AND HARDWARE 0 Z Z L0 x c ul a 2 7/8 00 MOUNTING PIPE mmmm 'OWER (-48 V} T' ET 1pt OPTIC ANT 0 CANT I TOP VIEW BOTTOM �VAEWGROUND , a m I -y' . . . . .. SIDE VIEW m NOEL FOR WALL MOUNTING PLEASE REFER TO MMBS INFORMATIONAL SPECIFICATION - R11 -14 MAY 2012 FOR GD,PPTX MOUN�TING BRAC KETJ SLOT TOP SLOT Sprint VISION U N liol OWEST/AMER. RED CROSS DN54XC124/87705S 10030 WESr 2M AVE WHEAT MIXE. CO W215 THIS DOCUMENT IS THE DESIGN PROPERTY AND ODPYRX)NT OF EM CONSULTING, 94C. & FOR THE FXCLUSNE USE By THE ITTLE CLIENT, ANY DUPLICATION OR USE WIIIHOUT EXPRESS WRITTEN CONSEW OF THE CREATOR IS STRICTLY PROHIBOED $1121827 SAMSUNG NTING BRACKET HARDWARE DLE MOUNTING BRACKET -ANE WASHER 12 SPRING WASHER 12 HEX NUT ✓ 42 , MUDROOM DETAIL ENLARGED TO SHOW NOTES ENLARGED TO SHOW NOTES FRONT VIEW J" MIN ANCHOR BOLT` NEW NEW BBU MMBS CABINET ¢ CABINET 4 4 NIP" ANCHOR - BM,T HOLE (WP) m m E I E of I I wl 4 401111of— '1 111#1 , &4 1 '• I t-:-1,.-3l Coinsulting QWEST/AMER. RED CROSS DN54XC124/877059 10030 WOT 2M AVE WWAT MOW, 00 W215 ri 24.4 - ---- - - - -- i WfTH FAN FOR EMERGENCY ,MODE (MCLEAN T20 HVAC) L 658A 01,5M SIZE ANCHOR BOLT Fiou (Typ) E I E of I I wl 4 401111of— '1 111#1 , &4 1 '• I t-:-1,.-3l Coinsulting QWEST/AMER. RED CROSS DN54XC124/877059 10030 WOT 2M AVE WWAT MOW, 00 W215 som" A -T Ll - ---- - - - -- i WfTH FAN FOR EMERGENCY ,MODE (MCLEAN T20 HVAC) SOUND LEVEL 658A 01,5M SIZE som" A -T Ll E QUIPMENT WEIQHT - ---- - - - -- E QUIPMENT WEIQHT U= cm Im 00 11 mwmmm��� Mwlgllmcsm� I IN A lmmcmaKmmx MEMUNEZE3 2 +. TAPE 2ND 2' TAPE 2ND CABLE CODE & RING FREQUENCY IST FREQUENCY FREQUENCY COLOR 2' TAPE 3RD COLOR CODE COLOR CODE CODE RING CABLE NO. I' SPACE THIS DOCUMENT IS THE DESIGN PROPERTY AND -- -- -- ���� ®� I I �� #l�1Pft11� DUPLICATION OR USE WITHOUT EXPRESS ANTENNA END WRITTEN CONSENT OF THE CREATOR IS STRICTLY I FROM RRH OF JUMPER 2' SPACE BETWEEN Em JIM km CABLE CODE & 2 PO4R POWER & OPTIC CAME WITH RE PIPE 81121827 2' TAPE 3RD FREQUENCY COLOR IST FREQUENCY RING FREQUENCY I' SPACE MRS CABLE NO, CODE COLOR COX COLOR CODE SHM TMF- ANTENNA& CABLE Z RRH & END FROM ANTENNA DETAILS OF JUMPER �� R. . i 2* SPACE BETWEEN HYBRID 2* TAPE 2' TAPE 2' TAPE CABLE COLOR 2* TAPE 2' TAPE IST RING I' SPACE 2ND RING I- SPACE 3RD RING CODE & IST RING 2NO RING HYBRID BETWEEN (IF APPLICABLE BETWEEN (IF APPUCABLE FREQUENCY FREQUENCY FREQUENCY ILOR CODE RINGS PER SECTOR) RINGS PER SECTOR) COLOR CODE , COLOR CODE COLOR CODE TO RRH 2' TAPE 2* WE 2' TAPE IST RING I" SPACE 2ND RING I" SPACE 3RO RING HYBRID BETWEEN (IF APPLICABLE BETWEEN (IF APPLICABLE COLOR CODE RINGS PER SECTOR) RINGS PER SECTOR) (4) FAIR COPPER TO RRH NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAILS) (TYP,) NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAILS) (TYP.) 2* SPACE FROM END I' SPACE 2' TAPE RING 2ND OF BREAK-OUT 2" TAPE RING BETWEEN RING (IF APPLICABLE Ell CYLINDER I ST RING RINGS PER SECTOR) i HYBRID COLOR CODE--i TAPE (SEE TABLE FOR DETAILS) (TYP.) WRAP TAPE AROUND CABLE (3) TIMES MIN. (TYP,) 2' SPACE FROM END C' SPACE 2" TAPE RING 2ND I* SPACE OF BREAK-OUT 2* TAPE RING BETWEEN RING OF APPLICABLE BETWEEN CYLINDER 1ST RING RINGS PER SECTOR) RINGS m am Sprint VISION A IVISU N • QWEST/AMER. RED CROSS DN54XC124/877059 10030 WEST 27TH AVE WHEAT faW- 00 W215 I IN A 2' SPACE B: N 2 +. TAPE 2ND 2' TAPE 2ND CABLE CODE & RING FREQUENCY IST FREQUENCY FREQUENCY COLOR 2' TAPE 3RD COLOR CODE COLOR CODE CODE RING CABLE NO. I' SPACE THIS DOCUMENT IS THE DESIGN PROPERTY AND -- -- -- COPYRIGHT OF EW CONSULTING, INC, & FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS ANTENNA END WRITTEN CONSENT OF THE CREATOR IS STRICTLY I FROM RRH OF JUMPER 2' SPACE BETWEEN Em JIM km CABLE CODE & 2 PO4R POWER & OPTIC CAME WITH RE PIPE 81121827 2' TAPE 3RD FREQUENCY COLOR IST FREQUENCY RING FREQUENCY I' SPACE MRS CABLE NO, CODE COLOR COX COLOR CODE SHM TMF- ANTENNA& CABLE Z RRH & END FROM ANTENNA DETAILS OF JUMPER .......................... . i 2* SPACE FROM END I' SPACE 2' TAPE RING 2ND OF BREAK-OUT 2" TAPE RING BETWEEN RING (IF APPLICABLE Ell CYLINDER I ST RING RINGS PER SECTOR) i HYBRID COLOR CODE--i TAPE (SEE TABLE FOR DETAILS) (TYP.) WRAP TAPE AROUND CABLE (3) TIMES MIN. (TYP,) 2' SPACE FROM END C' SPACE 2" TAPE RING 2ND I* SPACE OF BREAK-OUT 2* TAPE RING BETWEEN RING OF APPLICABLE BETWEEN CYLINDER 1ST RING RINGS PER SECTOR) RINGS m am Sprint VISION A IVISU N • QWEST/AMER. RED CROSS DN54XC124/877059 10030 WEST 27TH AVE WHEAT faW- 00 W215 IMMA NELI—qw-A m I IN A 2' SPACE B: N 2 +. TAPE 2ND 2' TAPE 2ND CABLE CODE & RING FREQUENCY IST FREQUENCY FREQUENCY COLOR 2' TAPE 3RD COLOR CODE COLOR CODE CODE RING CABLE NO. I' SPACE THIS DOCUMENT IS THE DESIGN PROPERTY AND -- -- -- COPYRIGHT OF EW CONSULTING, INC, & FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS ANTENNA END WRITTEN CONSENT OF THE CREATOR IS STRICTLY I FROM RRH OF JUMPER 2' SPACE BETWEEN Em JIM km CABLE CODE & 2" TAPE 2ND 2' TAPE 2ND 81121827 2' TAPE 3RD FREQUENCY COLOR IST FREQUENCY RING FREQUENCY I' SPACE MRS CABLE NO, CODE COLOR COX COLOR CODE SHM TMF- ANTENNA& CABLE Z RRH & END FROM ANTENNA DETAILS OF JUMPER IMMA NELI—qw-A m L#lt z , - AT� OW I I I : J I-qj lK I] iliv�l SiTE NLIMBER� ------------- , , DN,54=24/877056 MODEL ND,� TISD COMMENTS WIRE� 3 WIRE� 3 VOLTAGE. 240V/120 PHASE� 240V/� 20 A/C: TBO I (D MkN OREAKER� 200 AMP RUSS RAIINC� 200 AMP GROUND SAW CH) BUSS RARNG� MOUNT" SURFACE NEWRAL W� Y ES MOUN'F SURFACE ENCLOSURE '5-PE� NEMA 3R N TO GROUND SOND� IRE ENCLOSURE TYPE: PANEL SIATUS� (E) iNTERNAL TVSS: TEIO TOO PANEL STAOJS� (E) WrERNAL TVSS� 18D mom SUE NUMBER: DN54XC124/877056 MODEL NO,� COMMENTS ISO PPC/ CIRCUIT 2P!OQA BREAKER V4 WIRE� 3 (D EkSTING REV, VOLTAGE; 240V/� 20 PHASE PROPOSED NBC CABINET I (D A/C� TED iN l'c @ MAIN BREAKER� 200 AMP 2" CONDUIT, VFRWY REOUiRED CONDUCTORS WITH C,NF BUSS RARNG� 200 AMP GROUND RAW TBD MOUN'F SURFACE NEUTRAL BAR: YES ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND� TOO PANEL STAOJS� (E) WrERNAL TVSS� 18D m iffim 2' SM - WE 90' CONDOR CONNECTOR PART 111 500007 OR EOUNALENT 2 " SEAL ITTE 9' CONDON CONNECTOR P/N: 500007 OR APPROVED EQUAL 2' SEAL TITE FLEXIBLE CONOUla FROM STUB UP EQQiPMENT (6'-0 MAX) Sprint* VISION U N it hwu QWEST/AMER. RED CROSS PROPOSED IL EQUIPMENT 0 I REVISED A,C, POWER SERVICE FEEDER SCHEDULE I THIS DOCOWNT IS THE DESIGN PROPERTY AND COPYRIGHT OF RIP CONSULTING, INC. & FOR THE EXCLUSIVE USE BY THE TMX CLIENT ANY DUPLICATION OR USE VMHOUT EXPRESS WRITTEN CONSENT Of THE CREATOR IS STRICTLY PROHMITED, IN JOB "m 81121827 NO FROM TO COMMENTS PPC/ CIRCUIT 2P!OQA BREAKER V4 PROKM WArl WINET PROVIDE NEW CU:3-#2AWG, I -#8G (D EkSTING REV, IN I'C PPC/ ORCUIT 2P15A BREAKER ' W PROPOSED NBC CABINET PROVOE NEW 3-#10 AWG,CUI#IOG (D EkSTWO PPC iN l'c @ SBU CAMNET MMES CAMNLT 2" CONDUIT, VFRWY REOUiRED CONDUCTORS WITH C,NF al-moo—w M-SECIDR-'Ec #10 AAS HYBRO CABLE INTERNAL RD WIRE TO BE TRIMMED x 0 FIT AND ATTACHED TO GRO BAR (E) CABLE TRAY HYBRID CABLE WTERNAL ORB WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR PROPOSED BELL CABINET (E) 12 AS - ROUNDS TO (E) #2 AG GROUNDS TO (E) GROUND RING GROUND RING FT_ a _ .... GRD BAR ■ ,. - - -C kX JUMPER 00 2 z EXIST, COAX JUMPER ""'IF APPLTCNBLE: TYPGG L DOLE RON FOR ALL SECTORS (SEE PLAN SCHEDULE FOR QUANTITY) 94C By A #10 AAS HYBRO CABLE INTERNAL RD WIRE TO BE TRIMMED x 0 FIT AND ATTACHED TO GRO BAR (E) CABLE TRAY HYBRID CABLE WTERNAL ORB WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR PROPOSED BELL CABINET (E) 12 AS - ROUNDS TO (E) #2 AG GROUNDS TO (E) GROUND RING GROUND RING FT_ a _ .... GRD BAR ■ ,. - - -C kX JUMPER #10 AWG CY HYBRID CABLE INTERNAL mca GRO WIRE TO BE TRIMMED i TO FU AND ATTACHED TO #2 AWG ............ C5A ROPOSED MMBS CA z 0 0 Z G G, w 0 09 #6 AWG WITH WEATIGUIPROOFiNC Fm--S GND BAR i (E) LOWER TOWER GROUND BAR 0 C #2 AWN s #2 AWG A ry DO 2 ,AWG ME311113MM Sprint* VISION GENERAL DYNAMIC4 VIhRELC58 SERVICES 1, ALL GROUNDING CONNESPONS SHALL, BE MADE BY EXOTHERMIC WELDS, EXOTHERMIC WELDS SHALL INCLUDE, ALL CABLE 1 0 CABLE, SPLICES, ETC NA CABLE FS GROUND RODS, GROUND GOOD SPiOES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED' GROUND FOUNDA"ON ONLY AS INDICATED BY PM, ALL MATERIALS USED (MOLDS, AELDING, METAL. TOOLS, 0C.) SHAIA. Bf EXOTHERMC WELDED ANT} AISTALLED PER MANUFACTURERS RECOMMENDAIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24* BENINNG RADIUS. 2. ALL EXOTHERMIC WELD CONNECTORS ON GA tAtNQED SURFACES SHALL BE CLEARED THOROUGHLY AND COLORED TO MATCH SURFACE IRTH (2 TWO DUALS OF CALIATE (WHITE) PRINT OR SILVEREIRCLE, (W-UM(NUM), 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTK)NS SHALL HAVE. ARU*XIDAI,O COMPOUND APPLIED TO CONNECTION. 4, GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND ORS) RESISTANCE SHAtl NOT EXCEFO 5•OHMS. 5 CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW',: 1. ONE (I) COPY TO OWNER REPRESENIATNE 2. ONE COPY TO ENGINEER 3, ONE COPY TO KEEP INSIDE EOUAMENT ENCLOSURE 6. ALL RADIO ECOAPMENT AND UGLITY CABINET GROUND LEADS TO BE #2 AWG STRANDED GREEN UICKETED FROM BUSS TERWNAL. 7. FOR ADDITION& GROUNDING NOTES SEE GENERAL NOTE SHEES, S. A.L. ANTENNA MOUNT GROUNDS SHALL BE #2 AND STRANDED GREEN JACKEIED. CABLE GROUNDS SHALL BE BLACK FROM RED, 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED, 10, ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED, ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. - 1�&�l F �NT ' I CCG/USA U THE TOWER STRUCTURE STEEN FOR DM!CPAUNG THE LIGHTING ENERGY. THE TOWER BUSS BAR FOR ANTENNA GROUNDING SHALL BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE ANCLOR ANGLE ADAPTORS (E,G. PRIOD/VALMONT - PART NO 167105 OR EQUACALENT, WITHOUT "CHERRY" WSULATORS), TIOS TYPE OF INS7ALLARON SPECIFICALLY PRECLUDES THE USE OF 0vSULAYORS BSWFEN THE TOWER STRUCTURE„ AND THE BUSS BARS AND DOES NOT ALLOW ANY DMLLING OR WEL(GRG TO THE TOWER, 2. (E) HOME RUN GROUND WIRES & CHERRY iswTORS TO BE REMOVED, 3, ALL (E) AND NEW TOWER GROUND BARS TO BE MECHANKCILLY ATTACHED TO TOWER, 4, REMOVE ALL EOWPMEFU AND ANTENNAS AND UTILIZE THEIR GROUDING DESIGNATIONS FOR ALL PROPOSED EQUIPMENT, IE W* OWEST/AMER. RE CROSS in ®R THIS DOCUMENT IS THE DEMON PROPERTY AND COPYRr.HT Of E OONSULRNG, INC, & FOR THE EXCLUSIVE USE SY THE TITLE CLIENT. ANY DUPLICATION OR USE WTHOUT EXPRESS WRLETEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED, Em Joe Nm $1121827 00 2 EXIST, #10 AWG CY HYBRID CABLE INTERNAL mca GRO WIRE TO BE TRIMMED i TO FU AND ATTACHED TO #2 AWG ............ C5A ROPOSED MMBS CA z 0 0 Z G G, w 0 09 #6 AWG WITH WEATIGUIPROOFiNC Fm--S GND BAR i (E) LOWER TOWER GROUND BAR 0 C #2 AWN s #2 AWG A ry DO 2 ,AWG ME311113MM Sprint* VISION GENERAL DYNAMIC4 VIhRELC58 SERVICES 1, ALL GROUNDING CONNESPONS SHALL, BE MADE BY EXOTHERMIC WELDS, EXOTHERMIC WELDS SHALL INCLUDE, ALL CABLE 1 0 CABLE, SPLICES, ETC NA CABLE FS GROUND RODS, GROUND GOOD SPiOES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED' GROUND FOUNDA"ON ONLY AS INDICATED BY PM, ALL MATERIALS USED (MOLDS, AELDING, METAL. TOOLS, 0C.) SHAIA. Bf EXOTHERMC WELDED ANT} AISTALLED PER MANUFACTURERS RECOMMENDAIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24* BENINNG RADIUS. 2. ALL EXOTHERMIC WELD CONNECTORS ON GA tAtNQED SURFACES SHALL BE CLEARED THOROUGHLY AND COLORED TO MATCH SURFACE IRTH (2 TWO DUALS OF CALIATE (WHITE) PRINT OR SILVEREIRCLE, (W-UM(NUM), 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTK)NS SHALL HAVE. ARU*XIDAI,O COMPOUND APPLIED TO CONNECTION. 4, GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND ORS) RESISTANCE SHAtl NOT EXCEFO 5•OHMS. 5 CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW',: 1. ONE (I) COPY TO OWNER REPRESENIATNE 2. ONE COPY TO ENGINEER 3, ONE COPY TO KEEP INSIDE EOUAMENT ENCLOSURE 6. ALL RADIO ECOAPMENT AND UGLITY CABINET GROUND LEADS TO BE #2 AWG STRANDED GREEN UICKETED FROM BUSS TERWNAL. 7. FOR ADDITION& GROUNDING NOTES SEE GENERAL NOTE SHEES, S. A.L. ANTENNA MOUNT GROUNDS SHALL BE #2 AND STRANDED GREEN JACKEIED. CABLE GROUNDS SHALL BE BLACK FROM RED, 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED, 10, ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED, ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. - 1�&�l F �NT ' I CCG/USA U THE TOWER STRUCTURE STEEN FOR DM!CPAUNG THE LIGHTING ENERGY. THE TOWER BUSS BAR FOR ANTENNA GROUNDING SHALL BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE ANCLOR ANGLE ADAPTORS (E,G. PRIOD/VALMONT - PART NO 167105 OR EQUACALENT, WITHOUT "CHERRY" WSULATORS), TIOS TYPE OF INS7ALLARON SPECIFICALLY PRECLUDES THE USE OF 0vSULAYORS BSWFEN THE TOWER STRUCTURE„ AND THE BUSS BARS AND DOES NOT ALLOW ANY DMLLING OR WEL(GRG TO THE TOWER, 2. (E) HOME RUN GROUND WIRES & CHERRY iswTORS TO BE REMOVED, 3, ALL (E) AND NEW TOWER GROUND BARS TO BE MECHANKCILLY ATTACHED TO TOWER, 4, REMOVE ALL EOWPMEFU AND ANTENNAS AND UTILIZE THEIR GROUDING DESIGNATIONS FOR ALL PROPOSED EQUIPMENT, IE W* OWEST/AMER. RE CROSS in ®R THIS DOCUMENT IS THE DEMON PROPERTY AND COPYRr.HT Of E OONSULRNG, INC, & FOR THE EXCLUSIVE USE SY THE TITLE CLIENT. ANY DUPLICATION OR USE WTHOUT EXPRESS WRLETEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED, Em Joe Nm $1121827 0 -2 0 0 o w C) 0) 0 C C> 0 C'4 N co m I= co (D m LL I o o c z 2 0 Lo 0 0 a) 0 'o cra C M CO 0 m 0 m m > c 0 c CL, Q 0 2 co w cr- s ca x :3 m x co C� (D -,t m to C Wo to uj N co 0 0 2i o , to Lo o 0 z tl- r- 0 cli t- I- Co o Z co co o .0 w U ) co -C 2 76 C:L 0 0 to C E cc 0 E E E z Ezz 0 U W W IM 4; 0 C -00 4 . 0 . X 5 lu co E E 0 -1 —. c 0 CL 0 m 10 04 E E w 0 CL 0 < 0 = m co co d U) o 0 Z Z c — 0 c 't a 0 to n > 2. 0 0 m 0 >* At CL m m 0 0 I- %. W W (000 t) u 0) 0 0 a) 0 'o cra C M CO 'o m 0 m m > c 0 c CL, Q 0 2 co co s ca :3 m c 0 co co Wo 0 0 -0 4) c co Co as .0 U ) 0 cn -C 2 76 C:L 0 0 u 0 C E cc 0 0 -j co 0- a 0 U W - Cc M m m co " o 0 (D o 0 �o Q c 0 c 0 C: Z a :E 0 0. c — U) _0 c — 0 c 2 > 0 0 0 0 m 0 >* C: �6 N CN o W cmm c m 4 0) 0 0 o c C ua 2 m 7� .0 -C 2:1 CL 0 o U 0 m 0 0 4Z u x 0 4) W 0 E 0 c c 0 c CL c m CD 0-0 0-0 0 W u c as c 0 0 a 0 cr CO 0 cr W m 0 >1 W ( Q 0:8 CL 0 c cc a)-o a) 'a 0 0 0 2 0- o Cr E 0 0-0 'o C14 cu — 4) CL -a + 4) - -0 0 c C: E E (D cc 'a 0 U- > 0 E 0 Z W (n >1 - m 0 L) CL - 4i - 6 - -3: �- m 0 = (n Q) c c > - 0 I I w I I I m 0 U (D Q, U) 0 22 CL LL, 0- 0 (D .C) 7.3 co 5 �4 0) ,Y. 4- 1 1 I I 0 3 AC m 1 > rZ-: W ID 5D� 3 CD i> > t io o CD CD ca 00 ' I ' ll I (D > w ♦ ca !4 6 , 3 3 yi N M N R if �j ti It It H it It 0 . YES C) MR I hki ilr fi yya ■ -n m x 3 CD CZ M CD 0. :1 (o CL (D CD 0 0 Z 0 — v 0 C) CD yq m 84, ■ 11 p 5' 5' 5' 3' = .9 N, N, .41 3 AC 1 > rZ-: W ID 5D� 3 W o W o D C m i> > t io o CD CD ca 00 ' I ' ll I (D > w ♦ ca !4 6 , 3 3 yi N M N R if �j ti It It H it It 0 . YES 0 w 3 co 84, ■ 11 p 5' 5' 5' 3' = .9 N, N, .41 ksJ 3 AC 5D� yy (D D o 0 ksJ I I I CH 5D� (D D o 0 yi . . . . . . . . . . . a 0 YES 0 3 0 (0 c ( 3 0 0 CD c 0 3 3 0 0 ID Zq < Ln a (0 • �L> CD I I I CH 5D� D o 0 yi a 0 3 0 (0 c ( 3 0 0 CD 3 3 ID Zq < Ln a • CD m L • I I I CH yi • L • I I 42 GJ cb 16 11 2: co I �-o c 0.0 M 0 s S C c t uj C\l c M M _ z "0 a. W 0-0 Z 0 E UJ 00 CL c U) < U) j cl) z E E :3 05 co E • • to c L I — _ 0 E E w 0 z R . ME ti I YF w. zt Z > m cr .0 o 3 CL M 0 .0 c CD 3 X 0 0 3 0 CL Z � z 0 IR 0 m ' 3 =r (D C: cD CDs? 0 > 0 (n .te z Tl , CD = CD 0 0 0 � -:3 -9 =r C5 C 0 0 3 - 0 0) = =` cl 0 cn -04 o m = 0 z 0 0 0 (n = (D W ca' (D 0 0 "o 0 > 4 CL 5 o " 0 6 m = 3 O CD 3 w a CL 0 �o --1 0 E 0 * 5 cc CD CD CD CL 0 0 CT CL CD m > 2 z C — CD (D = 0 z 0 -5 0 0) a) 0 -3 m m C L W a. ' CD 0 m 0 z m 0 CD < 0 X 0 C C Cl) . (A (D 0 c 3 to 0 M 0 (D 0 to (D C) 0 3 Na w r CE 0 G) 0 0 CL CD (o c i s N) (D wmw Ld co Z3 Z: I I m 3 0 a CD 0 CD CD 0 -0 (D 0) CL = 0 < CD C 0 M W, 0 Err CD CD 0 (n (D a CL fn z 0 OD I 0 : � �\ CN ma zi I co R x 0 cl Z IX W W a. 3: CL 0 I-- x z o nF°n r ry Cl tY p "77 a rn � C a 4P AY fla * y L? M z j,.¢ > gth tiff} (s1UCV be, of Sides . Top Om on) 2 5000 EOf a+ fm} 19 "?'500 G?arle A572 50 1'`V{:ghf iK 16 e,6 f3 tT o nF°n r ry Cl tY p "77 a rn � C a 4P AY fla * y L? M z ^,. ==ima 7 00 _^e '.. C7 ^-§ - 1 "tl LiC1 iD r, v dC? 0 tg! a� Mk CD ° is Q 0 S7" ' 0 0 Q Os X ".+ -# "ew a '' _. � m n7 er ax 2 :& 1.ci 9 ;..� � � 3 N tQ v .w I as C , U ., 4 " , f4 "N 0 CN - 46 C', I CN "I LL N N LO c z 0 A? I U D < - cc Z) Z3 E � W c M �e c o U- 9 3: U cz N co LO U- 0 0 0 is C61 C u Z E E �i ' 26- ca 0 c 0 c W 0 o E 0 m 0 u= M - U- oo 6 U) 2 o C > C ot eo", CX3 Z'Fn m = 0 0 N OT O's CL -75 X LL 5 co o UJ x "D 0 m r 0 CO 0 0 0 0 0 -i r c tz 0 a wia CX= 0 u 0 0 :) 0 m < 0 OE -S cl co 0 Os E 2 000 '0 0 4) 0 ca c Q) — >,O) c Q (1) 0 ) 0 0 x 0 :t () 0 CL CL 0 �-M S z� M< � ao m E c M to _ cL M- 0)0-9 O'D - = _ .§ r .— — 0 (D a) U) �c "0 m O)o S? E a'5 CL ( E E E5 (D 4) 02 't,m C\j %- a 'R 0 to 0 O f z ix 0 c (D tR w M CL < U) w cn 0 - 1 1 4— 0 0) M � — = m c c 0 m -5 U.— 0 CD 5 o m o 0) Q 2t — w w w 0 a - 0 - C c m I U D S O 0),2 0 o cti :tl Mn 7: "= %- " CF) 0 0 ca 0 0 -tr) 0 0 a to L4 m 0 Ow m -c 16 C S I 0 m c Fo a CL 2 45 0 11 ) a) - U m 0 0 0 cc) V) uj C) 0 CL U ' ) E E E 0 0 c U- CL 0 — C — C 0 -j 0 E E E= 0 C7) - m + 0 0 0 V) 0) o Q Z, Q) 0 0 E E OC, ID +Gr { 4d > -om 0 0 0 w + U2 VS ;�! < Lu C C +c ro 11-j I Ul) 0 C� to cli T- 0 x m I m :5 Ioo - u A� to r- " U? I to LOU IM 1 c rl 4,�61 2" C , U ., 4 " , f4 "N 0 CN - 0' C', I CN "I LL N LO t 0 CV C�7 N co LO is C61 Ioo - u A� to r- " U? I to LOU IM 1 c rl 4,�61 2" C , U ., 4 " , f4 0 CN - 0' C', I CN "I LL N LO Ioo - u A� to r- " U? I to LOU IM 1 c rl 4,�61 2" U' ' U') cl� f4 - 0' C', 4 „ 0 x F a (n co f CD rz 4 CD r CD 4 k t a - 0 0 O t 0 � Y OD r f { -C n 1 CD G7 1 4 4.. CD ' cb cm q r> « G) G7 C� i CD 0 t 0 0 co co co ) 2 a. 4 ro cs � ° a rn a A r Q v� A 4 6 {� H CDt m C 3 � i g t I 4 a 0 C, ��C >s 3 D C> C? 7 C> Y.^ " �** Ck 2 i 00 0 , e -a �E rl m � P a> esz o`er h 2 2 t o 0 1 0 0 0 c s CJ C� �} yy ✓ co co S D C> o i cr a 0 7 z ZI 5 0 0} CM) �Tki 0 .� �x t v a� 4 i s � F BFI k � t t y t {i} r F ca 4 r 4 k t a - t y Z3 f { ua 1 CD G7 1 4 4.. t v a� 4 i s � F BFI k � t t y t {i} r Ld co CN Q I � I- �Q tl- CD to tl- m �t �r It C J i 0 0 m cq Co w m (n (.0 6 0 C5 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 ci N 6 00000r. 66666C E -a -m �o m m 1 0 0 0 Q 0 0 0 0 0 'Ooaaa0000 CL t cv 0) c a M N M'N a) 4a 0 m m 11 m a) r- m 0) r- Q0 (n 0 Ul) m m m C a OR (P q 1 1 4 : tq q lzr (P 9 17 N r, t.- t- N (D N N (0 N N �o N o N 6 ci — "- � � m 0 W) Cl) m Cl) c C Q) " W o Cl) co 0 cq N C5 N f, t-- C6 6 ct: as 4) 4) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c �z z z z z z z z z z z z ZZZZZ2 I CD 0 0 CD C) 0 0 0 0 0 0 C) 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 C> 0 0 0 c 0 0�� m c6 co c6 C0 06 m C6 m C6 m c6 Cl) C6 m 06 m ci m r 6 — C6 w 06 cx M LO m m m C Z3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 8 0 0 0 0 0 0 0 0 0 0 0 0 C> 0 0 0 0 0 0 0 0 0 0 0 000C 00000C 0 0 0 Cl> 0 C) 0 a 0 0 00 Oooc Izz 6 6 6 6 o ci 6 6 c 000 oocC00000000000000000000000 000 C) 0' --T o c� -,t o 0 -,t o C- a c, "r C) o "T a 0 0 It 0 0 It 0 0 t 0 CD CD 0 a) W (D 4) 0 4) a) 4) 4) 0 E E E E E E E E E E E 0 0 0 0 0 0 c o 0 2 2 2 2 2 2 2 2 2 Z ZZZZZ2 U- tt L- Ll- U., LL LL» U- LL LL tL < co co ca Q u 0 L) m k.r 0 (a 0 w uj UA 4) co 0 co 0 X 0 0 0 a FL a. _j E N a. Z 0 U 0 - E E E i?i ? 4) U') Z x Cl U) x t x -7 c 0 6: E CL �a a Cc o LU 0 LU T- 0 C-� = - C cn — z z c c w — 0 N 0 �S a (14 C� Clq 0- x w m x cr- X x Q� M ?K �o w ('0 U) w cr- 0� w M uj cr cc CL Csc�- 0 0 0 0 0 0 oozzzzzz I p q 0 0 0 o J i 0 0 m cq Co w m (n (.0 - 0 'o - 0 - 0 - 0 - 0 - 0 -0 c 'S 'S G S S 'E. C- S 0 co C'o (o (D (D w to 0 0 �� -� l- ll-� I-: -� > . . . . . . . . E -a -m �o m m 1 0 0 0 Q 0 0 0 0 0 'Ooaaa0000 CL t cv 0) c a M N M'N a) 4a 0 x z �x I to tn co " w la) I cr Q , j 0 0 L Ul 0 b 1 - 6� C'A Ca I ?< w x K ic o 0 X� ?< ?< 3 R is < X <,< x CD tU 0 V) m mom 0 m m mm m w w w w w w w w w w L a cL O� a a a 0- 0 a a a 00 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 w w w W o- e . t a l .. . . . . . . . . . . . . . . 4- 1 0. a a a a a 0. CL a CL CL _a - - - - - - - - - - - - - - CL Ca. ca. 0 L a a a, 0 - a CL a, m m 0 �a z m m I m m 0 m m 0 mtoc(a I ao.CLoLCLCLo-aaaoo.CLCLao. to (o (o to to cc to 0 crs crs en cn to I m n C m 32 110, C8 0 0 0 0 0 0 0 C, C) CD M CD M M M M CD CD CD (D M (D (D 0 Day CQ ka (a do Go (o Eo to (a (a (a U� to to to to Ci? fa 4 CS 0 C) 0 0 0 CD (D M M Cp m m zzzzzzzzzzzzzzzz 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2? Q, rt co 14 0 rn Z N> co �o CCD • ■ I Cl) to "- tc) c, 00 co Z) QQ I 0 C) to to cn m 0) m n Cl) a U) U m m as m m V) I T T CD a '7 '7 ea Ca Cs C� C ! Z3 Z3 Ca qc� q . q 00000 0 0 c � N C'I N t- (0 m N CIO Lf) m N rl- sD m N N It to m "r (a N 0 N w N t- C, 00 N N - N " I C) a to ,-- Cl> M M — M to 0 CD N N m N CW) N r OOM — M 0 0 — M N M 6 C5 ai 6 to 6 as 6 - - 0' 0' M' (6 6 6 gi 6 u 6 6 6 c6 -� (.6 ,-� c6 ci c6 (6 U) M 00 0') to U) to co 0 U') m as C? I? I? cn cn Cl) g r 0 U, 0 g m "t C'4 to I-, m 0 z,o tom. N -1 m U-) U-) t,. as to (0 �t M 00 C') CO Cl) It (,0 (,} 1 7 Ci 7 ( P q 9 " tl� C c ll z� llt C Ci t,a Cs Ca 7 1 p — 1 1 7 C� l z? 7 cl C' 7 as q 66 0) u: LO CD m 0 0 0 m to to 0 m �O to 0 C) b 0 0 m C6 Ln tD OD 0 CO — W — CO Cy 00 00 t- Ul) LO m 00 00 U) to co r- V) 0 m 00 0) co Ln to m cn co m CII) :s ct 21 Ca V) U') 0 Ca to 0 ca Ca U in Co 0 u) to M M 0 07 cl> 0) tJ Iq U� q q U� Q C� liq q to 't cv N 6 N 00 0 0 0 0 0 0 C U') Ul) C � ) tr) to o o to to c> ea �,o u) o G c) m a) o m m a) Ua lsa Co q Ua U� U� IQ q Cqqoa C� N N 1 ? 4 ? 1 -T Cu 1°v as 0 0 — as 0 0 9 0 1 9 0) rl 0) t m fl- M f-- m r- m t. a) r- as t- m r- m r� m t- 0) tl- It �t "It �t 't "t �t 11 "t lt� Va 5r cl I�t cl li It Ci Ci 't cla li lll"r cl , I: In lzt cl� �� V� r.. tl� rl� r. � pl-� r-� P�� ;� tw It m It m v m m 13 cn t M Iq cn m "T an Iq m It V) It m m m m Cl) m m m m m m Pi Rq I I I & & & & & & 0) m m 0) 0) m m m as m m m as m 0) m 0) m 0 0 4) 4) 4) 0 0 0 �0 7 0 0 a) 0 0 0 0 0 0 Q 0 0 Q 0 0) �O io 10 'O 'a 'a 'a '0 '0 - 0 - 0 '0 '0 0 4) io v lz3 23 'D '0 0 0 0 0 0 0 a 0 a 0 0 ca as ca ca N N U') u? co 00 — — 0 0 M M U) (n W 0 0 — — ,-- — — — N N N N C N M m m cn � 0) m 0) 0) M - 0 1 0 �O �O ID �a 'a 'a 'U - 0 �0 �O '0 u cm ma) 0 0 0 0 0 "O '0 'a '0 "0 '0 c c c c c c a c c c 0) 0 0 a 0 0 0 0 1 p 10 uO 1 p 1p c tp to 0 co t o ( P I lp ( P tp a q ( P ( P ( P tp ap (p c0 cc? omom— C N m '0 - 0 '0 '0 '0 '0 '0 - 0 '0 '0 ' - 0 '0 '0 "0 'a '0 - 0 C to m m 0 m m m m m m m �O �0 a ca > MOMOM MOMMMOM + + Q 0+ + a 2 0 .2 a �2 a 2 0 - p -0 -0 -0 -0 �0 . 0 , 5; m -a ._ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m m M m m m ON OM ON oa? 0" 0 ON a 6 0 " T 0 Q W 5 x --4 0 CD (D co 0) cn w r,> CD 0 a ,P dt 1pa 14 1pa $* Via. AAA 4`1 o o C5 o Ca C> Ca o C5 6 o o Ca Ca o o 00000000000@0 tda Ca 0 CD 0 0 0 0 0 0 C)Iiq., 0 0 C� eta 0 C.) 0 0 C) C) C) CAS rQ W 0 0 — W W 0 0 CDjw owoo(Oto 0') F3 m 0 w 8 0 0 0 0` o ( 0) (o 0 14. 0 C) 16 to o — CC C o -4 — — — 10 r - otoco iR 2) n (o 6 bo 6 - - - - - - - 6 6 C." cnt�- 4� cn (,n 0 0 ol CO W (D — 0 0 0 C) a Zo 6 (�> to c�> 6 4a 6 Za Zo � 6 6 1, $ lk 6 IL 6 4ue k,& 41, 41 & 0 D-0 <p cn : a - o o - 6 6 6 6 p N o -,- - p- - - - . N p p t) 4 6 t') r�j n Co 6 do 6 I to OD Cn 0 Cn L",� � cn cn 0 0 6 P+ �A Cn to NCO W to — C� to (D — CD CP CP " — tp M 0 0 0 — 0 3 — — M Ln 00 0 a 0 W W GI W W C1 51, W W fo W p �, W Irl W p .P fl Irl W da, p1 P.Pll W:pl W -P W A Lo i ; , -0 2 q 1 -4 -4 - -4 W -r-I WI� W W 44 W A# W It' W 4� W W * !:n 0 ip co 6 co 6 0 01 0:� 0 4 �,t-- cm cri 0 CD cn 4"� 4� D 0 — CO W CO • 0 — Co W -- — Qn C," 0 0 Ln cn — — cn o 0 Cp o C) C> CD# N. rn 1 SJx CD p 7 I co 9 m - 0 CA 1�3 a CD OD 0 as �o m 00 co C> x U? x 1142 10i m czv C CYI) g ( ssa C2 ti Lo of 2 0 ova e�x ca �. s l o b 1 i ) Y `'ci ca 6 sU a fl � � M 1 +� 1 ` Y ^ 1 1, a CO, wNMFx co � 4�' I �. co t 4 �k I n g t ro � at 4Y.S. �� MA too SS g 7 @ C � 7p 4 Sz i i 4 £Yf <9t �a Q# /� »� U� co N 0 ca Q) I co \\ "OtWc JAVOIKIM) S*3,i VW9460 Lo cca CAISSON Version 1.0.60 1:35:37 PM Eri,da Jaru 25, 20"1113 A�vl So.lutions Inc k ie & A + + 'A - A, k -A * A �A A k -k ,' A * k CAISSON Pier Foundations Analys.is and, Design Copyrigl 'Flower Line Systen I 1993-12010 , k k A A A, i # A # 4 k A i A A "A A A Project Title: BU877056 Project. Notes: W05'7016 Method: F111 8CD A 'k iq p # 11' D A r A W3330313= Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) 4.00 1.00 3.00 60.00 W32MLBZZ3= Layer Type Thickness Depth at Top Density CU KP PHI of Layer ---------------------------------------------------------------------------------------- (ft) (ft) (lbs/ft (pa) (deg) I C, 1, a y - 7. 00 0.00 120.0 0,0 2 Clay 6.00 00 571.6 3V5.0 3 C "I a y -5 . 0 0 1300 51 7. 6 125M 41 Sand 1, . 50 18.00 57 . 6 3 . 3 !.. 12 . it 8 5 S an, d 3.50 19.50 57. 6 4500 39.52 AW Soli,., Iric Pa, 1, /: 3 R -------------- 01 -II SIUOT-I'�ITOS MNI OV4iV171 S7,13HS C/n a OoI SuoTIuIo8 MV 0'0- D'0 O^O- O'8 OO'EC T^Y, O`LE- T'LU.'.' PEON- O1`OZ 0^911 8^8[- 8^I6L T - bTZ- 0 p~8I E^PT� 171- 9^801 T`ZZT- 03'91. 1'9V 5^9- VISIT L'SE- O8`E7 YSSF g`T- LWII T^@- O5^II O^Es "I" L'I6E3 5^6I O1`6 V0R 79 VCOT 6^G- 06^9 E'90'' Z'9 VON[ 00^8 DB^� T~lT� j^8 L`99II 6^EE OE'Z! 0`86I ________________________________________________________________________________________________________________________ 1^9 Q^GGOT 5`E1E OO~Q <1-13> (sdT;) <4-11> (odTX) (;j) Qoqzea MegeS anoq;Ta) (zozoeS Anye3 qooq!Tm) (zoaoe3 Meleg qjTm) (aojoea Aja;eS qlTm) my go doj� zaTd GooTv sjoaooN poe zeeqs LC3F ZVOZZ- OOGO _________________________________ (jad) (sdT;) 9`05 8S4 DG'O3 poeG 90^O3 U`ys- OZU� 8^LS 68'0 18^8I PueS TE^6T TYK DT[V YLS T9 00^6I PUPS US^9T OWOOZ O^DSIT 9`Ll OO^g WIT AeI, OO'TI 004L O 8'/S 00'9 00^8 APT,- OV9 00^0 0`0 0 OWL DD~I �eIJ ___________________________________________________________________________________________________ NO (SON (W) NO MY 3o dol m� 6^L8E ISPEP OQJ`EZ _________________________________ (jad) (sdT;) (n) eznssa iG boTzeaB pug Mlam gaboerl, eaTizedmzd laid pajpTuoIe,) I City • �co m 14 hea EM mmmc��� I emus= 1 ect Ad d ress: Gen Contract « Contr C ompa ny #: s -72b 'Xj4 St a t e Lic # R Signature of Authorized A D P Con Z �om pa ny # Si gna t ure # #. ... A u th or i zed # Compan Name: Phone: Wheat Ridge License ##; Signature of Authorized Agent Date a s +a a � a a Na > ax as a+ a as *11, ; 2� 0 I I 1 1*1 !f ONLY City (If' W heat " - ge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 301237.8929 1 0 " 10M M MMZM�� duty authorized representative of the agency indicated'below and do, by my signature below, hereby acknowledge receipt • documents necessary for review and approval of the project indicated above. Agency repcesople-d: (Please check one) MEMNEM 9= * Wheat Ridge Sanitation Distri * Clear Creek Sanitation Distric * Fruitdale Sanitation District * Westridge Sanitation District * Other I Date: # Date. ;)_ 9 sl� Plan _ lan # P P..it it ermit # Building Permit Application (Complete &I highlighted areas) Property Address: w . /3 V - u f Address: City, State, Zip: MMEM= Am= MME03M Squares BTU's _ Gallons _ Amps Sq Ft. mail= kRW NAME: 4Y— 7 DEPARTMENFOF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12586 anio1 Property Owner : 10*0t Property Address: 10030-CELL W 27TH AVE Phone: 720-232-3605 Contractor License No. : 20786 Company : Allcomm, Inc. Phone : 462-1118 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to ab' e by all conditio rinted on this application, and that 1 assume full r~onsibilit c pliance with t heat Ridge Building Code (U.B.C.) and all other applica Wheat idg or ~ ances, for rk under this R,ermit. (OWNER)(CONTRACTOR) Construction Value : $50,000. 00 Permit Fee : $644 25 Plan Review Fee : $418. 76 Use Tax : $750. 00 Total: $1,813. 01 Use Description : FREE Sl TOWER. LAR SITE; ANTENNAS TO BE MOUNTED ON EXISTING QWEST Il (oS BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : TRC Zoning : C-1 Approval: Approval : Occupancy: Electrical License No : Company: 6 AUG 01 Walls : Roof : Stories Plumbing License No : Company: Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of fhe State of Colorado and to the Zoning Regulations and Builtling Cotle of Wheat Ritlge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire rf(A) the work authorrzetl is not commenced within sixry (60) tlays from issue date or (B) the builtling authorized is suspentletl or abandoned for a penod of 120 days. (3) It this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and speafcations antl any sus~ension or abandonmenl has not exceeded one (1) yeac If changes are made or if suspension or abantlonment exceeds one (1) year, fuil fees shall be paid for a new permit (4) No work of any manner shall be done Ihat will chan9e lhe naNral Flow of water causing a tlreinage problem. (5) Contrector shall notify the euilding Inspector hventy-FOUr (24) hours in advance for all inspeclions antl shall receive wririen approval on inspec[ion card before proceetliing with successive phases ot the job. (6) The issuance of a mit or the ap roval of tlrawings and speciFlCalions shall not be constmetl to be a permit for, nor an approval of, any viola6on ot lhe provisions ot the building cs r anXothrdinance, law, mle or regulation. Chief DEPARTMENT OF PLANNING AND DEVELOPMEYT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 50215 - (3113-235-2855) fPPLICA TION Building Perniit Number Q Date Property Owner: F}mu~ ,c r3- n `Le-d Lrd5 Property Address: a~~ AW_ R,.Q~,¢phone ContractorLicenseNo.:-rQ11 `J~()'I~ll_ ~ Phone:-7 OWNEWCOI17RACTOR SIGNANRE OF [ir1DERST.L1'D[NG A.'YD,IGREEhfEnT [ hrarbV eenify thal the setback distances pmposed by ffiis permit application we xccnrata, and do mt violatz applicable ordinances, rulas or regulations ofthe City of Wheat Ridge or covananLs. ensements or mNictions of record: ihat all mzasursmznts showq and allagatiorvs made are accurate; that I have read and agae to abida by all conditions pnnted on iFtis applications and tha[ I assume tull responsibilitv Eor complixnce wiLh tlie Wheat Aidge Build3ng Coda (li.B.C) nnd all other applicablz Whzat Ridge Ordjnances, }or work i ider this pemii[. (OWNER$CONIRACTOR)'. SIGV'E q7'Et/2_Y Pa~ NueSke. Construction Value:-1 s;-U.OOv Permit Fee: Plan Review Fee: T icP Tax TOt31. '6d Description: t 1`e-G 5C.K~-w"5 o!l BUILDING DEPARTMENT USE ONLY Zoning Camments: Approval: 1pz_ (O {~1 0l Zoning GI lJ Buiiding 4'pnituents: ApprovaP Piiplie WarI~S:Cammen(s: ApprovaC OcwpBncy: Walls: Rc O~ O S ~ whuia~hn.~ 31~~ ~ ) ~ ~G ~ ~Lt-b v- xesidential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company Company: Expiration Date: Espiration Date: Expiration Date: Approval: Approval: Approval: (7) This persnit waz ismed in ncmrdance wiN the provisions set torth in vour application and is subject to the laws of th< S1am o( Colundo :md ro 1hc Zoning Rcgulntioeu and Building Code o(Wheat Ridgq CobraAo or any other appliwble ordinences olthe Ciry. (2) This permit shall c<pire il (A) the worA euthooized is not oommenced within sixry (60) duys imm isue dnte or thc buildinS .uthonzed is xuxprnded ur abundonecl tora penoA o(1'_0 days. (3) I([his pertnit expires, a new ptnnit may be xcyuired Cor n lec o( one-halt thc xmount m[mally reGmmd, pmvided no chanses have barn or will be m.~de in the onyinal plans and speciticationx avd any suspension or abando`vnrn[ haz not exceeded one (1) yeu. Il changes have been or if suspension or nbzndonment exceads one (1) year, full Cees shoLL be paid for n new pemnc (i) Vo work of any marurer shall be done that will change the natural ilow of wxiu causiny a drainabe pmblem. (5) Coni shell mtify ihe Buddfng I2speetor lwenrySow (39) hours in advxnce for all inspections and shall receive wnnen approval on insp«tion cud befom proceeding with sucrossive phazes af Nejob. (6) The issuancz of a pertni[ or [he apprwal of drawingx and specilicahons shall not be conswed to he a persnit for, nor an approval ot; anyviolation o(the provisions o(the building codes or any other ardinance, law, rule or regula[iort Chief Building Inspector DN54XC124A Qwest American Red Cross LETTER OF AUTHORIZATION City of Wheat Ridge Community Development & Building Department 7500 West 29" Avenue Wheat Ridge, Colorado 80215 The undersigned hereby authorizes SPRINT PCS by their agent RICHARD CONNOR RILEY & ASSOCIATES, L.L.C., to make application for any necessary zoning petitions including the filing of building permit applications to colbcate on the Qwest monopole located at 10030 West 270' Avenue, Wheat Ridge, Colorado 80033. By: Date- -7 U / Sworn to before me this. day of ~ _J?-, 2001. O ` ~4P~ KAREN L. . i KARLSON : , ~ OF COL~PP My commission expires: 0( ~'-Jm DN54XC124A Qwest American Red Cross LETTER OF AUTHORIZATION City of Wheat Ridge Community Development & Building Department 7500 West 29`" Avenue Wheat Ridge, Colorado 80215 The undersigned hereby authorizes SPRINT PCS by their agent RICHARD CONNOR RILEY & ASSOCIATES, L.L.C., to make application for any necessary zoning petitions including the filing of building permit applications to collocate on the Qwest monopole located at 10030 West 27`" Avenue, Wheat Ridge, Colorado 80033. By: G m P.s Pate: 7 / /a ~ V ~ Sworn to before me this. y p U B~-'N day of I)- , 2001. P: '•.,G+ oi PEtE SpN': z; < - Nota Pu i .%'~c oF co Mycommissionexpires: ~~P o~`~ ~(7O DN54XC124A Qwest American Red Cross LETTER OF AUTHORIZATION City of R'heat Ridge Community Development & Building Department 7500 West 29m Avenue Wheat Ridge, Colorado 80215 The undersigned hereby authorizes SPRINT PCS by their agent RICHARD CONNOR RILEY & ASSOCIATES, L.L.C., to make application for any necessary wning petitions including the filing of building permit applications to collocate on the Qwest monopole located at 10030 West 270'Avenue, Wheat Ridge, Cobrado 80033. ~ By: mr'1f /`5 Date: -7 Sworn to before me this. day of ::~~J 2-, 2001. RY P o P.--•--•••U6! KAREN L. 'C' : KARLSON : 9 ~9~OF ~~oPPv My commission expires: ~e ~ oo _ C) D m m cf) m m D 0 C7 S fn C m c m z n D 7J r m ~ C m m ~ ~ < ~ D p ~ ~ 2 y O m C ~ - i c m z n 9 S z A 0 0 z S D m m U) m m m D A C) A S f/i m C n Z i c m z C) z A a A m ti y n m z a 2 A m 0 0 y i 0 0 ti 3 P n y 0 Z DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12422 7/9/01 Property Owner : Property Address : 10300 27TH AVE Contractor License No. : 20531 Company : Genesis Electric Inc. Phone: Phone : 279-1517 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WheydRiQge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE[J~I uR FL DATE,7-~TD I Construction Value : $1,500.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $22.50 Total $76.50 Use: Description : RUN UNDERGROUND & SET DISCONNECT & METER ALSO RUN TELCO BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : . . Approval: Zoning : Approval: BG ~~RIOW141"I"A Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forih in yopur application antl is subjecl to the laws o( the Slate of Colorado antl [o the Zoning Regulations and Builtling Code of Wheat Ritlge, Colorado or any other appliwble ordinances ot the Ciry. (2) This permit shall expire if (A) the work authonzeA is not commenced within sixry (60) tlays from issue date or (B) ihe building authorizetl is suspendea or abandoned tor a periotl of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in ihe original plans antl speafcations and any suspension or abantlonment has not exceetled one (1) yeac If changes are made or if suspension or abantlonment exceeds one (1) year, fuli fees shall be paid for a new permit. (4) No work of any manner shall be tlone lhat will change the naturel Flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspector lwenty-four (24) hours in atlvance for all inspections and shall receive wntlen approval on inspeclion card betore proceetliing with successive phases of the job. (6) The issuance ot a permit or the approval of tlrewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the builtling co es or ny other orUinance, law, rule or regulalion. f Chief Building Insp tor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pernut Number: oF w"E4 T P BUILDING INSPECTION LINE - 303-234-5933 Date: : ° CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE 9 WHEAT RIDGE, CO 50215 -(303-235-2555) ~Z~r 2 C~L OR PO~ APPLICATION ProperryOwni 11E AM'ECJG-N WRIIqUAI• R" CKe3S Properry Address: 1003 O-CCLiL w)~ST 2'7Tk AV6All.t~r Phone : Contractor License No.: L.(y qb CoinpanyGC-h1rSISEL°clep"C' iftc- Phone:3-~.'Jq-I5J7 O W:VF.R/CONTR.ICTOR SIGNATURE OF L'IVDERSTANDING AtND AGREEMEIT I hereby certify that the setback distanws proposed by this pertnit application are accurate, und do not violate applicabla otdinances, i'ules or regulations ofthe City of Wheat Ridga or covanants, easemenis or restrictions o[ recocd; that all meacurementc shown, and alLegations made are accurate; that I have reaA and agee to abide by all eonditions printeA on this application and that I nssume PuIL ce.spoasihiliTy toc complianca with lhe Wheat Ridge Building Code (U.6.C) and all othu applicahle Wheat Ridge Ordinances, for wo[k under this pertnit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total. 1,5 v 0 (OWNER)(CONTRACTOR). Description: Ai,LN u,ndoryrow^~ t$GT O1Seox~aec; i M~r~~~ asto ru.tj e-IC o BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILOING COMMENTS: Approval: 7/9/O/ PUBLIC WORKS COMMENTS: Appioval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: y yq t. Plumbing License No: Mechanical License No: Company: CC_1J[$i$ £Ia,lt~tTMC-Company: Company: ExpiraUon Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This peemit was issued in acco[dance with the pmvisions set foeth in your application and is subject ro 1he laws o( the SGm of ColoraAo nnd m tha Zoning . Regulations and Buildin6 Codes of Wheat Ridge, Colomdo or any other applicable oodinances of Ihe City (2) This pennit shall exp¢e if (A) the work authorized is not commenced within sixry (60) days Gom issue date or (B) [he building auchorized is suspended or abandoned for a penod of 120 days (3) If Nis permit espou, a new pertnit may be acyuired for a fee of one-half [he arnount nonnalty mquimd Provided no chmges have been or will be made in thc odsival plans and specdications and any suspension or abandonment has not exceeded une (7) year. IC chan6es have been or if wspension or abandonment exceeds one (1) yeer, PoIl fees shaLL ba paid foi a new pertnit. (4) N. work of any manna sMall be done thac will change the natwal flow of water causmg a draina6e problem. . (5) Contrac[oe shall uofii'y tha IIuflAing Iaspactor twenry-Coar (24) hours m advanea foe nll iospections and shall reoerve wn¢en approvxt on mspea4on cacd befum pmceeding with svccessive phases o(the job. (6) The issuance of a pe`mit or the apprwal of drawinyrc anA specifications shall not be conswed m be a pennit for, nor art apprwal of, anyviolation ofthe pmvisions ol ehe building codes or any other ordinance, law, mie or eegulation. - "d Chief Bu' il g Inspector , oF wHearq City of Wheat Ridge °~4oRao° Commercial Roofing PERMIT - 061188 PERMIT NO: 061188 ISSUED: 12/08/2006 JOB ADDRESS: 10030 27TH AV EXPIRES: DESCRIPTION: t/o and install new roof CONTACTS gc 720/940-6339 Frank Pugliese 06-0230 Pugliese Family, LLC owner 303/288-9624 Society/Range Mgmt. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,500.00 - ' FEES Permit Fee 253.90 Total Valuation .00 Use Tax 169.00 TOTAL 442.90 Comments: Subject to field inspection I hereby certify at the set istances proposed by this peTmit application are accurate, and do mt violate applicable ordinances, ru er regulations o the City of wheat Ridge or covenants, easements or restrictions of record; tha[ all measurement s/h~n, and alle ons made are accurate; that I have read avd agzee to abide by all condi[ions printed on this applicatan that ~ ume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other a1 Wh Ry'd§e Ordinances, for work under this permit. Plans subjec[ to field inspection. Sianatixre of mntract owner date 1. This pe4it was isaued in accordance wi[h the provisione set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Re9ulations and Building Codes oE Wheat Ridge, Colorado or any oCher applicable ordinances of Che City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (s) the building authorized ie suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-halE the amount normally required, provided no chan9es have been or will be made in the original plans and specifications and any auspension or abandonment has no[ exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pmblem. 5. Contractor shall notify Che Huilding Inspec[or twenty-EOUr (24) hours in advance for all inspections and shall receive wri[ten approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the ap r0 al of drawings and specifications shall not be constned to be a permit Eor, nor an approval of viol on h ovisions of the building codes or any other ordinance, law, rvle or regulation. A71 plan re u} subj~to fj~l~tions. Signature ical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Documents frnm the manufacturer rhnl/ he onsite for fina! roof inspection which specify roof:ng materinls Imve been installed to naeet Il D MpH three-second wind gust---IBC COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w"EqT BUILDING INSPECTION LINE - 303-234-5933 Date: ~ Po CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE PLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) MrNaR aPPLreATroN PropertyOwner: .SvCrle k-7 '~t "~'yL-~~ i~~"\ • i" Property Address: / Phone: `t Connactor License No.: C' Com U- Cy 3 a"t L ^ ! ~-C3Y~'~ r L C- Phone: 7d l; pany OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; thal all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume futl responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat 'p5pn~ lans subject to field inspection. Ridge Ordinances, for work under thi s (OWNER)(CONTRAGTOR):PRINTED ` v DATE Value:$ /C'j Permit Fee:$ Plan Review Fee:$ Use Tax: TOt31:$ Use of Space (description): L~ Description of work: S C /cs>S l~ Sq. Ft. added ~ BUILDING DEPARTMENT USE ONLY SIC: COMMENTS: Approvai: Zoning: COMMENTS: Approval: W ORKS COMMENTS: Approval: w rn~ (p0 ~h J9C'_ `s Sq.Ft.: IRE DEPARTMENT COMMENTS: I I Approval: lOccupancy7 Walls Roof Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado oranyother applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buiiding authorized is suspended or abandoned for a period of 780 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenl has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall no[ify the Building Inspector lwenty-four (24) hours in advance tor all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, mle or regulation. All plan review is subject to field inspections. Chief Building Official E9 EF] EB Pugliese Family Roofing 11313 Clazkson Ct. Thomton, CO 80124 720-940-6329 pugliesefamilyroofing@hotmail.com Proposal No. 6226 ~nevfl o: Pr osal Submitted To: Work To be Pertormed At: Name SocklY For Ranpe MWagenent Address Sarne Addreas 10030 Weri 271h Avenue iiy, CiN. Stete, Wheet RiCge, C080275 Date of Plen Phone rao: 303-9W 2 nrcnnea We hereby purpose to furnish the materials and pertorm the labor necessary for the completion: Re-roof Lower East wng. ' Remove existin two la ers of roofin and dis ose off. ' Re lace all bad roofs deckin at an addition cost of $28.00 r 4'x8' sheets. ' Instalt a'/< inch per ft.tapered slope forcing the water from the center of the roof to the north and south sides. 'install a new 5" utter with downs uts aion the north wall. ' Instalt a Gen Flex white 60m1. Full adhered roofin s stem with Y. inch dens deck roofin board. ' Re-flash all roof to enetrations. ' Terminate into the gutters with aluminum termination bar and along the east and west walls with new metal flashin s. - West roof decks. ' Walk over the entire roof area and fix all visible discre ancies. ' Three courses all failin wall seams and silver cool all wall flashin s. All material is guaranteed to be as specifietl, antl the above work to be performed in accordance with the drawing and speciFwtions submitted for above work and compkted in a substantial xrorkmanlike manner for the sum of: Nineteen thousand five hundred doilars. oonars $10,500.00 With payments to be as follows Half down/Half after work is completed. anyanemonoraavietion aommeanwe Respec[fullysubmitted FrenkPugliese apeciFCelions involvmg evue coals will ba - exepReE rnly upOn wrlUen artler, xM vnll OBCOIIM BII B%Ue ChBIQB OVef afltl BbOVd 1112 eslimsae. ai egreernerns connnpent uDOn . sh;kes, acclaenb, or aelars bayona an oDn,oi. Note:- This proposal may be withtlrawn b us if not acceptetl withln _30 days Acceptance of Proposal The above prices, specificetions and wnditions are satisfactory and are hereby accepte . You are authorized t the woAc as specified. Paymenis will be made as oudined above. " c Signature o ~ m 3 A v Z ~ ~ m ~ < m ~ ^ a ~ S 3 c 0 ~ v~+ c G ~ W w c m ~D a n ~ o ao co ~ w (D 6 5 (D ~ o ~m .n._ O 3 fC e 0 m 0 0 ~ m m w c ~a o ~ O y f M (D IC A < a o ~ ~N ~ 10 y C ~ c ~(D ~d d° ~a O y N m ~p m f m w rA U3 m < a C- 0 Q 0 m a ~ ` ♦ ♦ 0 ~ !f O ~ Z O ~ ~ . » ~ 'T1 O ~V aN ~ m ~ v m C ~ v ~ ~ r1 iZ ~y VHalis 3490 71LJlLV 7600WEST 28TH AVENUE WWEA7 R4DGE, CO 80215 ProperEy Owner : ~p~~p Prt~perty Address : f8666- 27TH AV Phone : ContrecW License No. ; 18967 Corepany : Chatco, Inc. Phone : 9343999 OWNERICONTRY\CTdR SI6NATURE OF UNDERSTANDING ANd AGREEMENT ConsVuction Value : $35,000.00 i nerepy nut th+~ aetbedc d~mncsa wopoaed by aNS aemaRaQpxc~on aro auvra", Permit Fee : $317.00 . prW ~ a~ol~ Md~pficea, rulos or roguklbnsot lM GtY af WheBt Ridge or . oa enadt&~ e~et~~rbM~iabons ot recorc: tnnt sd meeeurerderas atwMm. a~d e~k9e~~ Plan Review Fee : $0.00 nmtls W~,~a64~~: ~ f 1Kpro r8rd end to abidapy a8 condltlons on Mie sppRcedkr~a~dd ~fet f•q~ iuN nsPrnu~i' for ~Iknoe wph me ~Ridp~ Bu~hg Use Tax : $420.00 ~ode N.~,C.~~dd ~p`4tli~ . ordme~esEorwak wider Mb pemdt. . cownuMxeoNrRncrow Tota1: s737.00 Dea6ripHon : diFiE (7 FIFTY FOOT OR LESS MONO POLE VNTH ANTENNAE AND CELLULAR'fEIERHONE Rqk71b UiPMENT BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft : SM 7117196 MpNOPOLE APPRQVED. MUST STAY BELOW SO' IN NENiHT Zoran9: C-1 ~ ocoup Elec com Expi APpi r~ ~ (5? AND Building Permit Number Date Roof : Stories : Residentla4 Units : rical Liceriss Na : OAnv : oxioii Date: ~val ; (s~ Of" I f Plumbing License No : Mechanicai Lrcensg No : Company : Company : Expiration Date : ExPiration Date : Approval : Approvai : y, .~mamaWASIOM maronnmyop,rappWNM aN ro ytsd eomemw,an,ssweacaomaoWdmmszommv ~ dWhewne.t.t~Rkke~cob'wooranrotlNr oMManomsdrisGly. . Wpk e q~~i is not mnwneneatl wHhMi(e~ CaYS kan team A~ a(B) Ne bWMMq auNOrited le we~MaA w ~~etl Dea ~ Y rps, 4YMnr ma~' be aWukeA for a fes ofo~haHths amour# no~b no dianpw haW Dea~ ofrAN W mWS h the ~~qa~.e oratisMoNMnthasndaxasMledale.(t)Y~r. HcMnpeaaeemtlftorrewW~+tknwa~ 1+'~" ~a r,M.n.n e~ w~'"~ a~. Aw+niprahlYlMtloneMNvApcherqetl+e~~rWlbwMV+aNr rocaqa~ PaeroblNm~i rc. : o,oaclor ~dour (24) nwn In,dvanc. ru~kaN qw enceke wmMn ~pproirN on hiapadfon cmdbsfae G a «rova o~°+~wuws+nd.v.aft&6or*enex not ns mW.wsa m e. wMror, ao wan•vai w, r+r wa■nm a n,~ vmvwons wa aanY, oAMe~a, wi. nde a nWhUai. c ~ In$pectpi For M yor WOOI` VAUD QNLY WIMEN SIONED BY THE GHIEF BU1Lt11NG INSPECTOR AND MAYOR CALt: 234-5933 24 HWR8 PRtOR TO INSPECTiON DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address (:!>0 --S~ l-~0- -7 Phone : Contractor License No. G') Company : c_1{-vtt cc~ Ze_-C. . Phone : Q'S'-f - 311?~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by ail conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Description : Sdt t'\Acn k3l~ C"01 Il~tL~-9~U~aS w14, \.o v ~Pv.~ BUILDING DEPARTMENT USE ONLY Zooi_;n'~'~Co.mrtient~ 7/i7Al(, SIC : Sq. Ft. : Approval upt'v+-e✓e-4• R,4.u14' !^u~ btQsu.) rso ~ u,~. Zoning Buifding Coini"neots~ Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ ~Plans7Rc"q~7ietl~ ,-.n,,, ~ ~,Plan"s~`Req~ired~ a 7Plafis'Reqtiired7,M, (1) This permit was issuetl in accordance with the provisions set foM1h in yopur aDPliwtion antl is sublecl to the laws of Ne State of Cobratlo and to lhe Zoning Regulations and Builtling Cotle of Wheat RiEge, Cobrado or any other aDPlicable orCinances of the Ciry. (2) This permit shall expire it (A) the work authonzed is not wmmenced within si:ly (80) tlays from issue tlate or (8) the building authorizetl is suspended or abantlonetl tor a period of 720 days. (3) If lhis permit expires, a new pertnd may be acquired for a lee of one-half the amount nortnally required, provided no changes have been or wiil Ce made in the original plans and speufcations antl any suspension or abandonment has not ezceede0 one (1) year. If changes are made or if suspension or a6antlonment exceetls one (t) year, lull tees shall be paitl lar a new permit. (4) No work of any manner shall be tlone lhat will change the natural9ow of water causing a rainage problem. (5) Contrector shall notjly'ijie Builtling Inspector hventy-tour (24) hours in advance for all inctionsand shall receive Ili on inspection card before (6) ot the buildinycotlO or Chief B4ifding Inspector / a permit for, drawings anG s9ecifications shail not be c~n~'ued/ lay~, rule or re ulation. For Mayor violation ofihe provision5 PERMIT VALID ONLY WHEN SIGNED BY THE CHfEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF GOMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION PERMIT N0. M93#18995 7500WEST29thAVENUE 234-5933 P.O. BOX 638 CI7Y OF WHEAT RIDGE,COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUiLDING INSPECTOR AND RECEIPTED BELOW. n~PLI~AT 10~ FOR MISCE US P RM/CL~~ /J~ ~~pSS pD3~' w~ ~ A ~c JOB ADDRESS OWNER ADDRESS CONTRACTOR OCJ`~ -7 3c~aQ ~U~c~ PHONE 7GZo - ~ ~ ZIP CODE ADDRESS ` CITY ZIp CODE CONTRACT P~FIG~ $ G (~J £yT,P_ 4~` ~ LICENSE NO. DATE PHONE nd❑ G Woll❑ Proiectinp❑ 01Mr SaDFacO rou 1. TVPE Tofal Squan Fad 2. MATERIAI ❑ No❑ TYVe Y Elwt. Pormit No. es SIGNS 3. ILLUMINATION E W Zons _ App~ovW,ZOn~ Insp~eta 4 SET BACH FROM PROPERTV LiNE N_ ❑ S~ a ❑ DisapWwed (Spacify which is fronl) lid❑ Mon S TAan 80°Ie OpsnO Laos Thon 80 % oWn o I. TYPE Heipht MATERIAL FENCES N E S W Zme_ ApDr~,Zone InsDaeta 3 SET BACK FROM PROPER7Y LINE _ ❑ ~ _ ~ Disopproved ($DlC1tY ~Ith is }fOM) I. OTHER 2 13, DRAW SKETCH OR SHOW BELOW,TNE FENCE,SIGN,OR OTHER STRUCTURE,GIVIM16 DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTION$ INLIUDED) ~ SPECIFV NORTH STREET NAME $HOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS,SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERP.GE DISTANI:E. pPPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN TNAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. 1MINUM WIqE UNDER $IZE 8 ILIEGAL TEMPORARY METER NEW SERVICE - QMPS CHANGE SERVICE - AMPS LIGHTING HEATING pOWER SUB-GFCUITS UTILITY (RANGE, DISPO5ER, ETC) FIxTURES WIRING MOTORS 9 CONTROlS SIGNS TRANSFORMERS 9 RECTFIERS ADDITION TO OLD WORK unmRS OVER I HP _ I hereby acknowledpe thot tnn eD0lic0- tion is Correct ond unEerstand thot I connot ftart fhif Drojtlct until ihia op0li- cotion is aDOroved. I shall comDly rith ths lows oi tne 51ate al Colorado ond to fhs ZoninO Requlations and Buildinp Code of the Gty of Wheat Ridpe. Any violotion ol the obove terme wili cause immedioie revocotion ot thls permit PLUMBING PERMIT STATE UCENSE N0. FLOOR BSM 15T 2N1 WATER CIASET WASH BOWL BATH TUB SHOWER SINK GARBAGE DISP WATER HEATER AUTO. WASHER DISH Wl+SHER FlOOR DRAIN URINAL SEWERS PERMIT FEE USE TAX TOTAL FEE ApPROVEC w3pF~~ CHIE l 0 _ c~J ,Ciry of NfNeat Ridqe C~ _ dQ Date Issued MECHANICAL PERMIT - niu - BTU 4.4 CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS stonem.. s Sprint PCS Sm QWEST -AMERICAN RED CROSS D N54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, CO 80215 1 N.T.' VICINITY MAP I TAKE 1-25 TO 6TH AVE. WEST, TURN NORTH ON KIPLING, PROCEED TO 27th AVE. TURN WEST. AMERICAN RED CROSS IS ON THE SOUTH SIDE OF 27th AVE. THE TOWER IS ON THE SOUTH SIDE OF BUILDING. SITE NAME: QWEST - AMERICAN RED CROSS SPRINT SITE NUMBER: DN54XC124A SITE ADDRESS: 10030-CELL WEST 27th AVENUE WHEAT RIDGE, CO 80215 LANDLORD: THE AMERICAN NATIONAL RED CROSS 444 SHERMAN STREET DENVER, CO 80203 SPRINT PCS DENVER MARKET 4683 CHABOT DRIVE SUITE 100 PLEASANTON, CA 94588 PHONE: 925.468.7800 FAX: 925.468.7810 LATITUDE: N 39.52964' LONGITUDE: W 104.71766' A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. DRIVING DIRECTIONS I PROJECT SUMMARY I INSTALL SPRINT BTS EQUIPMENT INSIDE A 14'X25' LEASE AREA. MOUNT (3) ANTENNAS ON EXISTING QWEST MONOPOLE EXISTING TOWER: OCCUPANCY: U-2 NEW EQUIPMENT: OCCUPANCY: U-2, ACCESSORY USE CONSTRUCTION MANAGEMENT: DN DEVELOPEMENTS, LLC DANIEL NUESKE P.O. BOX 270132 LITTLETON, CO 80127 PHONE: 303.246.0829 ARCHITECT: CHARLES STECKLY ARCHITECTURE, INC. CHARLES STECKLY 9142 WEST KEN CARYL AVE., SUITE D-6 LITTLETON, CO 80128 PHONE: 303.932.9974 SURVEYOR: VANDYKE SURVEYING & ENGINEERING, LLC TIM VANDYKE 2492 SOUTH BALSAM WAY LAKEWOOD, CO 80227 PHONE: 303.356.6070 ELECTRICAL ENGINEER: DENNIS GREVEL P.E. DENNIS GREVEL 12311 W. PRENTICE PLACE LITTLETON, CO 80127 PHONE: 303.933.7048 STRUCTURAL ENGINEER: KRT ENGINEERING KEN THOMPSON 2171 S. TRENTON WAY, SUITE 203 DENVER, CO 80231 PHONE: 303.755.3315 FAX: 720.489.1887 W.I.E.: SPRINT PCS KEN WALKER 4683 CHABOT DRIVE, SUITE 100 PIEASANTON, CA 94586 PHONE: 925.468.7987 FAX: 925.468.7965 SHEET DESCRIPTION T1.0 TITLE SHEET T2.0 GENERAL NOTES, MATERIAL LIST, LEGEND & ABBREVIATIONS C1.0 CARL SURVEY A1.0 ARCHITECTURAL SITE PLAN A2.0 ENLARGED SITE PLANS A3.0 EXTERIOR ELEVATIONS A3.1 EQUIPMENT ELEVATIONS A4.0 CONSTRUCTION DETAILS A4.1 CONSTRUCTION DETAILS S1.0 STRUCTURAL PLANS AND DETAILS E1.0 ELECTRICAL PLAN E2.0 ONE LINE DIAGRAM, DETAILS AND PANEL SCHEDULE E3.0 GROUNDING PLANS E4.0 GROUNDING DETAILS SHEETINDEX DO NOT SCALE DRAWINGS 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. PROJECT DESCRIPTION I CODE ANALYSIS I PROJECT CONTACTS I GENERAL CONTRACTOR NOTES I r1 ~J *Sprint. SpnntPCS" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94586 PROJECT INFORMATION. QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S REV: DATE DESCRIPTION: BY: A 7/05/01 90% CWS FOR REWEW MB AND COMMENT O 7/11/01 100% CO'S FOR MB SUBMRTAL I L I PLANS PREPARED BY: CsAi Cx W STeCinr^SCUttECTURF_ Gilt IYE!! •tp E GP1E pKMG: Ertn E.. i GmmsGeG ~i>~iGawu CONSULTANT: DRAWN BY: CHK,: APV.: ARAB CS COLO 0 6 URA r SHEET TITLE: TITLE SHEET SHEET NUMBER: T1.4 SPRINT PCS SITE NAME: QWEST- AMERICAN RED CROSS PROJECT MATERIALS LIST SITE DN54XC124A ITEM DESCRIPTION MANUFACTURER QTY. UNITS FURNISHED BY ANTENNAS 5' DIRECTIONAL PANEL ANTENNA EMS 2 EA. SPRINT ANTENNAS 5' DIRECTIONAL PANEL ANTENNA EMS 1 EA. SPRINT ANTENNAS GPS LUCENT 1 EA. SPRINT ANTENNA MOUNTS DOWNTILT BRACKET DECIBEL 3 EA. SPRINT CABINET LARGE ANTENNA CABLE COVER ASSEMBLY LUCENT N/A EA. SPRINT CABINET COMPACT ANTENNA CABLE COVER ASSY LUCENT 1 EA. SPRINT CABINET POWER CABINET PWR LUCENT 1 EA. SPRINT CABINET PRIMARY RADIO CABINET PRC LUCENT 1 EA. SPRINT CABINET GROWTH RADIO CABINET 1 G1 LUCENT N/A EA. SPRINT CABINET GROWTH RADIO CABINET 2 G2 LUCENT N/A EA. SPRINT CABINET/BACK-UP POWER CABINET B U LUCENT N/A EA. SPRINT CABINET /MINI POWER PROTECTION CABINET PPC NORTHERN TECH. 1 EA. SPRINT COAXIAL CABLE 1/2- LOW VSWR FLC12-50J CABLEWAVE 25' L.F. SPRINT COAXIAL CABLE 7/8- LOW VSWR FOAM FLC78-50J CABLEWAVE 248 L.F. SPRINT COAXIAL CABLE i-1 4" LOW VSWR FOAM FLC114-5 CABLEWAVE N/A L.F. SPRINT COAXIAL CABLE/1-5/8" LOW VSWR FOAM FLC158-50 CABLEWAVE N/A L.F. SPRINT COAXIAL CABLE/2-1/4" LOW VSWR FOAM FLC214-50 CABLEWAVE N/A L.F. SPRINT TOP JUMPER CABLE 1/2" FLC12-DINMZDINM CABLEWAVE 6 EA. SPRINT BOTTOM JUMPER CABLE 1/2' S-FLCI2-PNM DINM CABLEWAVE 6 EA. SPRINT COAXIAL CABLE CONNECTORS @ GPS RUN N MALE CABLEWAVE 2 EA. SPRINT COAXIAL CABLE CONNECTORS DIN FEMALE 7/8- CABLEWAVE 12 EA SPRINT COAXIAL CABLE CONNECTORS DIN FEMALE CABLEWAVE N/A EA. SPRINT COAXIAL CABLE CONNECTORS DIN FEMALE 1-5/8- CABLEWAVE N/A EA. SPRINT COAXIAL CABLE CONNECTORS DIN FEMALE 2-1/4- CABLEWAVE N/A EA. SPRINT GROUNDING KITS FOR 1/2- COAXIAL CABLE CPS CABLEWAVE 2 EA. SPRINT GROUNDING KITS FOR 7/8' COAXIAL CABLE CABLEWAVE 12 EA. SPRINT GROUNDING KITS FOR 1-i 4" COAXIAL CABLE CABLEWAVE N/A EA. SPRINT GROUNDING KITS FOR 1-5/8 " COAXIAL CABLE CABLEWAVE N/A EA. SPRINT GROUNDING KITS FOR 2 i 4" COAXIAL CABLE CABLEWAVE N/A EA. SPRINT HOISTING GRIP FOR 1/2- COAXIAL CABLE CABLEWAVE _N/A EA. SPRINT HOISTING GRIP fOR 7 8" COAXIAL CABLE CABLEWAVE 3 EA. SPRINT HOISTING GRIP FOR 1-1/4" COAXIAL CABLE CABLEWAVE N/A EA. SPRINT HOISTING GRIP FOR 1-5/8" COAXIAL CABLE CABLEWAVE N/A EA. SPRINT HOISTING GRIP FOR 2-1 4" COAXIAL CABLE CABLEWAVE N/A EA. SPRINT WEATHERPROOFING KIT CABLEWAVE 6 EA. SPRINT (j ALL OTHER MATERIALS WILL BE PROVIDED BY CONTRACTORS. MATERIAL LIST NEW ANTENNA GROUT OR PLASTER 4 EXISTING ANTENNA o (E) BRICK 0 GROUND ROD (E) MASONRY r-r GROUND BUS BAR CONCRETE MECHANICAL GRND. CONN. EARTH CADWELD GRAVEL ® GROUND ACCESS WELL ® PLYWOOD [E~ ELECTRIC BOX C_ SAND ® WOOD CONT. TELEPHONE BOX ® WOOD BLOCKING LIGHT POLE STEEL 0 FND. MONUMENT CENTERLINE SPOT ELEVATION PROPERTY/LEASE LINE MATCH LINE ® SET POINT - WORK POINT A REVISION GROUND CONDUCTOR ~X GRID REFERENCE .-T- TELEPHONE CONDUIT DETAIL REFERENCE -E- ELECTRICAL CONDUIT X ELEVATION REFERENCE -A- COAXIAL CABLE T/E- OVERHEAD SERVICE CONDUCTORS SECTION REFERENCE -X- CHAIN LINK FENCING BOLT COVER ASSEMBLY GRADE ED COPPER WIRE F FOOTING CABINET Dt RfE C E LA %OR) JS PENNY (NAILS) NT FIR L L METALLIC TUBING (CABINET) Ejp1LT CIRCUIT INTERRUPTER AINATED BEAM 'OSITIONING SYSTEM COPPER GROUND BUS EET (FOOT) DINAL BOLT TURER NEOUS KALE ER CONCRETE L COMMUNICATION SERVICES LABORATORY OTHERWISE GENE L CONSTRUCTION NOTES 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL OBTAIN UTILITY LOCATES CONTACT USA BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 7. ALL WORK PERFORMED 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 REGARDING THE PERFORMANCE Of THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. 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 INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 9. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 10. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. 12. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF SPRINT. 14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 15. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE, THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 16. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. I GENERAL NOTES 121 ANTENNA ANTENNA COAX CABLE COLOR TOP BOTTOM SECTOR AZIMUTH MAKE/MODEL LENGTH SIZE CODE JUMPER JUMPER COMMENTS SECTOR 10 R65-18-04DPL 95'-0" 7/8" YELLOW BROWN 4'-0" 3'-0" ELECTRICAL DOWN TILT: 4' ' 1 EMS WHITE MECHANICAL DOWN TILT: 3 SECTOR 120' R65-18-04DP 95'-0" 7/8" RED BROWN 4'-0" 3'-0" ELECTRICAL DOWN TILT: 2' ' 2 EMS WHITE MECHANICAL DOWN TILT: 2 SECTOR 255 R65-18-04DP 95'-0" 7/8" GREEN BROWN 4'-0" 3'-0" ELECTRICAL DOWN TILT: 4' ' 3 EMS WHITE MECHANICAL DOWN TILT: 1 GPS N/A LU 15'-0" 1/2" GRAY N/A N/A - GS NOTE: CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. LEGEND 1 4 1 ABBREVIATIONS 131 ANTENNA & CABLE SCHEDULE 11 1 Sprint. Spnnt PCS'° 4683 CHABOT DRIVE, SUITE 100 PLEASAN TON, CA 94588 PROJECT INFORMATION. QWEST - AMERICAN RED CROSS DN54XC124A 11030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 IT CURRENT ISSUE DATE: u 7/11/01 ISSUED FOR 100% CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 9010 CD's FOR REVIEW MB AND COMMENT 0 7/11/01 100% CD's FOR MB SUBMRTAL PLANS PREPARED BY:. CSAi CHARLES STECHLY ARCHITECTURE, Inc 9142 MEET=EC= nLAUE ".,""HHMx,uae CONSULTANT: DRAWNBY: CHK.: APV.: C MAB ME CS COLORADO JC I q.`f',OQ02802 ,Y GENERALNOTES MATERIAL LIST LEGEND & ABBREVIATIONS SHEET NUMBER: T2.0 WEST 27TH AVENUE PrODertV Line FLAG POLE ,§TEPPING STONES °0 C 0 o a ASS 0 0 3 C° w C ~ U z U GREEN )TREE LANDSCAPIN G COVERED CONCRETE ENTRANCE 01 C T O 0 CL 0 a` OH OH W/CONC N8~5'35"E/ / 25.00' w M LEASE 8th V~ in < AREA ~o al z 25.00' S 89'05'35" W OH 180.00, WATER ASPHALT PARKING I - - SIGN SIGN \\Z~ GRASS PLANTER / 50' EVERGREEN j ONE STORY / OFFICE BUILDING ~ AD63/~NaW29 /-MANDOOR 25' DECIDUOUS TREE 2" RIVER ROCK q PAD & ELECT./TEIE. P.G.T. ~ ESMT o / CONC. Csn/o 5.00' ESMT N 20.04- I EXISTING 50' MONOPOLE J o--L N89'40'54'E - P.O.B. EASEMENT 111.32' 36.51' P.O.B. LEASE AREA 5.OD' UT UT; ESMT - X 6' WOOD FENCE Oki - 7M - - OH - OH P.O.T. ESMT X22 MWNEW DECLe14r0V Magnetic Declination hdormafbrt Provided By The National Geophysical Data Cantor Boulder, Colorado On 5129101 Model: IGRF2000 EXISTING VERIZON SITE WITH 150' SELF SUPPORTED TOWER N82-04,10, r 153,71W %L~- - tm oH- 180,00' _ Property Line U11UTY POLES RECOVERED REBAR W/CAP LS 14112 - 0 x 1: This survey is. based on the Title Report provided by TRANSNATION TITLE INSURANCE COMPANY, Dated: March 7, 2001 at 7:00 a.m.. OVERHEAD LINES 2: The Latitude and Longitude shown hereon are based on NAD83 datum, this information was established and determined by GPS on 5-25-01. 3: Basis of elevation. Southeast corner section 28 T3S, R69W of the 6th P.M. as 12 5571.75 NGVD29. Information pvided by City of Wheat Ridge, Colorado.M j v 4: Described property is NOT locatedro in an identified iloodplain per FlR map of Wheat Ridge community panel number 0850 79 0005 C, revised 2-4-1988. The floodplain is subject to change. 5wasTte his survey does not provide any determination concerning wetlands, fault lines, toxic w or airy other environmental issues. Such matters should be directed to an expert consultant. 6: There may be additional buried or underground utilities in the area which the surveyor is unaware of and no liability for such is assumed herein. All underground utilities should be field located by the appropriate utility company prior to any construction or digging on or adjacent to the subject property. 7: This survey is valid only if print has original seal and signature of the surveyor. 8: This survey and accompanying description(s) are not intended for purpose of transfer of title or subdivision of land. 9: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced p more than ten years from the date of certification shown hereon. CRS 13-80-105(3A). 10: THIS IS NOT A BOUNDARY SURVEY, LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. GRAPHIC SCALE w~ Y < (umr) 1 lane . 10 s P.Q.T. ESMT 1 I RECOVERED #5 REBAR I i_ ( I i I I i I I I I a I I i I I I I --I I I BASIS OF BEARING LINE I w I ~m I C o~ I z I ~ I I g MANDOOR I C CL & CONC. ( co M 3 0 0 O 12.00' ACCESS & 0 UTILITY EASEMENT V) I I I i I I I ASPHALT I ( ( - - - - - - - UTILITY POLE RECOVERED # 5 REBAR, --u 5.00' PSCO UTILITY EASEMENT ` SITE SURVEY OF A PROPOSED LEASE SITE LYING IN A PART OF BLOCK 3, PARAMOUNT HEIGHTS, PART FIVE, BEING PART OF SECTION 28, T3S-R69W, COUNTY OF JEFFERSON, STATE OF COLORADO PROPERTY DE9=P110N PER PREVIOUSLY RECORDED LEGAL A part of Block 5, Paramount Heights, Park Five, in Jefferson County, Colorado, specifically described as follows: Beginning on the North line of said Block 5 (the South line of West 17th Avenue) 60 feet West of its East line and 200 feet West of the East line of Sec. 28, T3S, R 69 West, thence Southerly, parallel with said East line of said Block 5, Paramount Heights, Part Five 138 feet; thence Westerly, parallel with the South line of said Block 180 feet: thence Northefly, parallel with said East line 140 feet more or less to the North line of said Block 5 ( the South line of West 27th Avenue); thence Easterly along said North line of said Block 180 feet more or less to the point of beginning. County of Jefferson, State of Colorado. The American Red Cross 170 Steele Street Denver, CO 80206 ) I= WE DESMOM A lease site located in Block 5, Paramount Heights, Part Five, Sec. 28, T3S, R69W of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, more particularly described as follows: Commencing at the Southeast comer of the Parent Parcel; Thence N82'04'10"W a distance of 153.71 feet to the Point of Beginning of this lease site; Thence 58W05'35 W a distance of 25.00 feet; Thence N00'52'33"W a distance of 14.00 feet; Thence N8WO5'35"E a distance of 25.00 feet; Thence SOO'52'33"E a distance of 14.00 feet to the Point of Beginning of this lease site. This lease site contains 350.00 sq. feet more or less. PROPOSED 12: ACCESS dr UIILHY EASEMENT DESCRIl An easement for ingress and egress and utility purposes 12.00 feet in width over and across the Parent Parcel located in Block 5, Paramount Heights, Part rive, Sec. 28, T3S, R69W of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, said easement being 6 feet on either side of the following described centerline, sidelines to be extended or shortened to eliminate gaps and overlaps. Commencing at the Southeast corner of the Parent Parcel; Thence N8704'10'W a distance of 153.71 feet to the P.O.B. of said lease site; Thence N00'52'33"W a distance of 4.00 feet to the Point of Beginning of this easement description: Thence N89'40'54"E a distance of 111.32 feet; Thence NOO'00'00"E a distance of 112.78 feet to the Point of Terminus of this easement description, containing 2689.19 sq. feet or more or less. An easement for utility purposes 5.00 feet in width over and across the Parent Parcel located in Block 5, Paramount Heights, Part Five, Sec. 28, T3S, R69W of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, said easement being 2.5 feet on either side of the following described centerline, sidelines to be extended or shortened to eliminate gaps and overlaps. Commencing at the Southeast comer of the Parent Parcel; Thence N8T04'10"W a distance of 153.71 feet to the P.O.B. of said lease site; Thence S00'52'33"E a distance of 2.00 feet; Thence N89'40'54"E a distance of 36.51 feet to the Point of Beginning of this easement description: Thence S00'GO'00"W a distance of 14.26 feet to the Point of Terminus of this easement description, containing 71.28 sq. feet more or less. PROPOSED 5' LMLMLLffiAWE9L9EJGRJZft An easement for utility purposes 5.00 feet in width over and across the Parent Parcel located in Block 5, Paramount Heights, Part Five, Sec. 28, T3S, R69W of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, said easement being 2.5 feet on either side of the following described centerline, sidelines to be extended or shortened to eliminate gaps and overlaps. Commencing at the Southeast comer of the Parent Parcel; Thence N82'04'10"W a distance of 153.71 feet to the P.O.B. of said lease site; Thence N00'52'33"W a distance of 10.00 feet; Thence N89'40'54"E a distance of 20.04 feet to the Point of Beginning of this easement description: Thence N21'00'29"E a distance of 11.05 feet to the Point of Terminus of this easement description, containing 55.25 sq. feet more or less. ,JInI.ItY EASEMENT t~PNON: An easement for utility purposes 5.00 feet in width over and across the Parent Parcel located in Block 5, Paramount Heights, Part Five, Sec. 28, T3S, R69W of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, said easement being 2.5 feet on either side of the following described centerline, sidelines to be extended or shortened to eliminate gaps and overlaps. Commencing at the Southeast comer of the Parent Parcel; Thence N82'04'10"W o distance of 153.71 feet to the P.O.B. of said lease site; Thence N00'52'33"W a distance of 10.00 feet; Thence N89'40'54"E a distance of 65,85 feet to the Point of Beginning of this easement description: Thence NOO'57'05"W a distance of 14.86 feet to the Point of Terminus of this easement description, containing 74.32 sq. feet *Sprint. Sprint PCS" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S I - DATE: DESCRIPTION: BY: M REV.: A 7/05/01 90% CO'S FOR RENEW Me AND COMMENT 0 7/11/01 100% COS FOR Me SU919TTAL PLANS PREPARED BY: CSAi axawss SIMMLY AMMIrEcrawe,1- wawm,mr unaerea wrteoa irrnrme,emo w,msrs CONSULTANT: DRAWN BY: CHK.: APV.: 4 C MAB tEl- GS J COLORA Eq.E a J SHEET TITLE'. CIVIL SURVEY SHEET NUMBER: C1.0 (1) EXISTING 50'-0" QWEST MONOPOLE v RE: 3/A2.0 20 NEW 25'x14' SPRINT LEASE AREA RE: 2/A2.0 O NOT USED NOT USED O NEW 5' UTILITY EASEMENT 27TH AVENUE / < 6 ? EXISTING AMERICAN RED CROSS BUILDING 07 NEW 12' ACCESS/UTILITY EASEMENT SO EXISTING BOLLARDS f I 9o EXISTING WOOD FENCE I - I I 10 EXISTING PROPERTY LINE \ i i EXISTING QWEST EQUIPMENT 12 NEW SPRINT ANTENNAS (TYP OF 3) RE: 3/A2.0 - i6 _I I 13 EXISTING ELECTRICAL POLE RE: E1.0 14 NOT USED 15 NOT USED 16 EXISTING TREES (TYP OF 3) I 17 EXISTING ASPHALT PARKING LOT 10 18 EXISTING TELCO BOX ON WALL 18 i 12 O~ 2 B OH OH off -OH OH OH p 13 OH OH H OH - off off off ALLEY WAY NORTH ARCHITECTURAL SITE PLAN 10' 5S® 0' 1 KEYNOTES **int. Spit PCs- 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO W215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100 CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 9070 COS FOR REVIEW MB AND COMMENT D 7/11/01 lOOX CD'S FOR MB SUBMITTAL Pt ANS PREPARED BY: CSAi owCa"y M6NITECTUR~~u nm~ cAm ae.x lmnFrp~ maaeo eaxem Iml uxwra CONSULTANT_ DRAWN BY: CHK.: APV.: MAB ME CS COLORAD S D2802 202802 ARCHITECTURAL SITE PLAN SHEET NUMBER: A1.0 HOL. ADD (1) ADDITIONAL NUT ON EXISTING BOLTS AT BASE OF FOUNDATION ss G~ x-x-x-x-x-x-x-x 23'-0" ~~J7~ 18 / tee -17-- NORTH ENLARGED ANTENNA DIAGRAM _ (,o ~0 u 14 / :r 16 ENLARGED LEASE AREA x 25'-0" 24 x x x -I 0 NORTH Y 1O'3Z'1,•0 O EXISTING 50'-0" QWEST MONOPOLE O NEW 25'x14' SPRINT LEASE AREA O NEW 23'x14`x6"H CHAINLINK SLATTED FENCE RE: 1/A4.1 0 NEW 4' ACCESS GATE W/ LOCK RE: 1/A4.1 O NOT USED O6 EXISTING AMERICAN RED CROSS BUILDING O NEW 12' ACCESS/ UTILITY EASEMENT O EXISTING BOLLARDS 09 EXISTING CONCRETE STOOP 10 EXISTING PROPERTY LINE 1 t EXISTING DRAIN SPOUTS TO BE REDIRECTED AROUND SPRINT LEASE AREA RE: 1/A3.1 12 NEW SPRINT WIRELESS ANTENNAS (TYP OF 3) 13 3/4" CRUSHED GRAVEL - PROVIDE POSITIVE DRAINAGE AWAY FROM (E) BUILDING MIN 1/2" PER FOOT 14 SPRINT GPS ANTENNA RE: 1/A4.0 15 SPRINT BTS EQUIPMENT ON CONCRETE PAD 16 NEW SERVICE LIGHT (TYP OF 2) RE: 6/A4.0 17 NEW PPC (POWER/TELCO) ON FENCE POST W/ GENERATOR RECEPTACLE RE: 1/E3.0 16 VERTICAL COAX RUN DOWN SOUTHWEST SIDE OF EXISTING 50'-0"H QWEST MONOPOLE. 19 NEW MICROFLECT ANTENNA MOUNTING ARM MODEL #B2434 (TYP OF 3) 20 NEW TRI-BRACKET FROM MICROFLECT MODEL #81829 21 NOT USED 22 NEW 12"W CABLE TRAY TO 45• PVC TRANSITION UNDERGROUND RE: 5/A4.0 & 4/A4.0 SIM 23 NEW COAX CHASE RE: 4/A4.0 24 INSTALL (4) 4"0 PVC CONDUIT FOR COAX RE: 3/A4,0 KEY NOTES b 270' 90' ,EgS 1 O 0• ANTENNA ALIGNMENT SpnntPCS 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94586 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S REV.: DATE: DESCRIPTION: BY, A 7/05/01 BOX CD'S FOR REVIEW MB AND COMMENT D 7/11/01 iW% CO'S FOR MB SUBMITTAL PLANS PREPARED BY: C SAi CHAME! EYECMLY RRCXITECTUM. Lm. euzr~rmcxm~remz. rz sa irtnzzax, (Mxzl emzsazu p- • CONSULTANT: UKAWN BY: CHK.: APV,: ; MAB ME ~CS COLORADO LICEJX6BAE:r.na?ronnq 0~ CHARLES N. ° STECKU ENLARGED SITE PLANS NORTH SHEET NUMBER: A2.0 1 EXISTING QWEST ANTENNAS EXISTING QWEST MONOPOLE NEW SPRINT ANTENNAS (TYP OF 3) NEW 7/8'0 VERTICAL COAX MOUNTED W/ STEEL BANDING & SNAP-IN HANGERS RE: 3/A4.1 EXISTING WOOD FENCE NEW23'X 14'X6'HCHAIN LINK SLATTED FENCE RE: 1/A4.1 NEW SPRINT 8TS EQUIPMENT BEYOND RE: All SPRINT GPS ANTENNA RE: 1/A4.0 NEW DISCONNECT SWITCH & METER MOUNTED TO FENCE POST, SUPPORTED W/ UNISTRUT FRAME 11-17 To__ I~ 141 NEW VERT. COAX CHASE RE: 4/A4.0 I SOUTH ELEVATION 4' 22' ' 2 ' EAST ELEVATION 4' I **rint. SpnntPCS- 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% :S ~ - REV.: DATE: DESCRIPTION: BY: A 7/05/01 90% CD'S FOR RflEW ATA COMMENT MB 0 7/11/01 100% CO'S FOR SUBMIITN. MB PLANS PREPARED BY: C SAi awund ateeiaY01mmTECIVpE, k. s~~:r~sr mivwn •rtr~x nH trtrtfftll,tOIGR~EO M]6NlI p03~f)EYI4 CONSULTANT: DRAWN BY: CHK: APV.: C ARAB TI CD COLORADO 2802 0 CFW?Lr" N, + S1F EXTERIOR ELEVATIONS SHEET NUMBER A3.0 EAST ELEVATION EXISTING WOOD FENCE SOUTH ELEVATION NEW DISCONNECT SWITCH & METER MOUNTED TO FENCE POST SUPPORTED W/ UNISTRUT FRAME NEW GPS ANTENNA MOUNTED TO EXISTING BUILDING RE: 1/A4.0 MOUNT COAX VERT. DOWN WALL TO CABLE TRAY NEW PPC (POWER/TELCO ON FENCE POST W/ SER NEW SERVICE LIGHT (TYP OF 2)RE: 6/A4.0 LIGHT GROUND BAR RE: 4/E4.0 NEW 12"W CABLE TRAY RE: 5/A4.0 FUTURE SPRINT CABINETS RE-ROUTE DRAIN SPOUT AS SHOWN (TYP OF 2) SPRINT GPS ANTENNA RE: 2/A4.0 NEW RADIO CABINET NEW POWER CABINET O FUTURE POWER CABINET FUTURE BATTERY B/U CABINET NEW CONCRETE PAD RE: S7.0 EXISTING QWEST EQUIPMENT AND MONOPOLE C 2' 1' 0 2' **int. Sprint PCS- 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S 11 REV.: DATE: DESCRIPTION: BY. A 7/05/01 9O% CD'S FOR REVIEW MID COMMENT MB 0 7/11/01 100% CD'S FOR MB SUBMmw PLANS PREPARED BY: CSAi CHARLES saexLY ARZTECYVxA r~ iNi NFft Rd CMYL •YENIE WIlE E6 LrtiLEfdl, MIYIGW &IlYgdt CONSULTANT: DRAWN BY: CHK., APV.: MAB , ME CS COLORAD SI 802 N. p EQUIPMENT ELEVATIONS SHEET NUMBER A3.1 30OW DECORATIVE FLOODLIGHT - MODEL #QF30OW WHITE 120V 2.5A 60 Hz BY REGENT LIGHTING CORP. 1-800-234-3683 3 HOLE OUTLET BOX BY RED - DOT #RHiH31LM w/ BLANK COVER 7/8"0 COAX TO ANTENNAS RE: 3/A4.1 SELF-TAPPING SCREWS 4 (4 TOTAL) CONDUIT STRAP 2" GALVANIZED FENCE POST- 1/2'0 THRU BOLT (TYP.) 12" WIDE GALV. SHEET METAL C ER GROUND CABLE TRAY TO 10'-0" A.F.G. COAX GROUND 1/2"0 EMT f-- - OV COAX CABLE BAR RE: 4/F2.0 CABLE TRAY o I - 'C' CHANNEL SHEET METAL "0 _ COVER WITH OPEN --UNISTRUT (PiWO) BOTTOM FOR COAX GROUNDING FINISH GRADE p j UNISTRUT " v ® ATTACHMENT CLIP 8"0 CONCRETE PIER N o -24"x24" CONC. PAVER FINISH GRADE ao ® 60 MIL SPM ROOFING v FINISH GRADE RE: 3/A4.0 NOTE: c. ( m VERIFY EXACT VERTICAL DIMENSION IN FIELD AFTER LAB IS POURED UNDERGROUND 4"0 PVC NOTE: FILL/SEAL PVC 0 COAX SLEEVE FOR COAX ENTRANCE W/ FOAM SEALANT FOR H PENETRATE GRADE AT A 45' WATER TIGHT FINISH ANGLE EACH- SIM 0 y EQUIPMENT AND EXISTING MONOPOLE FOUNDATION SERVICE LIGHTING DETAIL 8" 44 8 6 CABLE TRAY DETAIL 6" 4 5 ANTENNA CABLE ROUTING z" 1~-~0 2 4 - - 24" TRENCH OR AS REQ'D BY / GPS ANTENNA / (SUPPLIED BY LUCENT) '--FIN. GRADE TO MATCH EXIST. POWER / TELEPHONE CO. COMPACTED BACKFILL 95% UNEXCAVATED PROCTOR DENSITY - LOCATION TAPE -CABLE TO PIPE CONNECTOR m 0 WARNING TAPE i BURNDY TYPE GAR " ROUTE COAX IN (4) 4" PVC W COMPACTED FILL I STANDARD 1-1/4 0 PIPE CONDUIT IN SAND BED T 0 POWER CONDUIT j 0 W I 2 AWG GROUND WIRE TO BAR Lj (z a 0 COMPACTED SAND 1 1/2"0 U-BOLT (TYP.) TELEPHONE CONDUIT " ~ i #6 AWG GROUNDING KIT CABLE (TYP) 24 _O j j _--___-1/2"0 COAXIAL CABLE I NOTES: I I 1.INSTALL ALL UNDERGROUND I UTILITIES PER LOCAL UTILITY REQUIREMENTS COAX TRENCH DETAIL 1' 66 0 3 POWER I TELCO TRENCH 2' 1®- 2 GPS ANTENNA DETAIL N.T.S. I *Sprint. Splint PCs, 4663 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 90% CVS FOR REVIEW MB AND IbMMENT 0 7/11/01 100% CD'S FOR MB SUBMITTAL PLANS PREPARED BY: CSAi CKAk%E shaaY ARearecn.RE, IK wirtw ~rtnna,eoiax+oo wauss I>~1 eax>+ "weupet.,.n CONSULTANT: U DRAWN BY: CHK.: APV.: C MAB ME CS COLORADO LIC 802 e:.) C . { q &+4h4e f A S CONSTRUCTION DETAILS SHEET NUMBER: A4.® "I'mkin of m n"ue w SNAP IN HANGERS FOR 7/8"0 COAX (MICROFLECT P MODEL # 81560) 1 BANDING STRAPS, BUCKLES AND TENSIONING TOOL FROM MICROFLECT LOCATED 4' O.C. VERT (BANDING # 81769) (BUCKLES 111 81770) (TOOL # 81771) i EXISTING QWEST k MONOPOLE (OPTIONAL) BARBED WIRE TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD W/ STEEL / TURNBUCKLE 1" CROWN BOTTOM TENSION WIRE " 1 1/2 MAX CLEARANCE 0 FROM GRADE CONCRETE OR SAKRETE l h~ to FENCE POST LAYOUT DETAIL 4' 2®' 4 I MONOPOLE COAX SUPPORT KIT 8" 4" 13' POST AND MOUNT DETAIL 2' 121 0 ~o NOTE: ALL FENCE MATERIALS TO BE STANDARD FOR CHNMJNK FENCE. EAST ELEVATION SLATTED FENCE ELEVATION 2 1vaci~ 11 I I **rint. Sprint PCS'° 4603 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94508 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR: 100% CD'S REV.: DATE: DESCRIPTION: BY. A 7/05/01 9071 CVS FOR REVIEW MB AND COMMDB 0 7/11/01 100% CD'S FOR MB SUBMITTAL PLANS PREPARED BY: CSAi CHARLES SUCKLY) MTIECTUMh- 9142 mex- ca=M ~n (~)1- Raw nmeNpr"ee" CONSULTANT: DRAWN BY: CHK.: APV.: C MA8 ME CS COLORADO LI 02802 0' 1 t) CHA N , STECKLY 802 A tMTF~ CONSTRUCTION DETAILS SHEET NUMBER: A4.1 8'-0"-- 81-0. 4'-0" 3'-0" 23'-0" i 'I I I~ CONCRETE PIERS RE: 2/A4.1 I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 61-0" 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED 1'-3° 3'-6" V-3' OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: * CONCRETE CAST AGAINST EARTH 3 IN. * CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ..........................................2 IN. #5 AND SMALLER & WWF .....................1 1/2 IN. *CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: C'4 SLAB AND WALL .......................................3/4 IN. M 2" PVC TO RUN THROUGH BEAMS AND COLUMNS ..........................1 1/2 IN. CONCRETE PAD TO GROUND OD RE: 1/ S1.0 5.A CHAMFER 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 1 N 301 SECTION 4.2.4. 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHAD. BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL, REFER TO SHOP DRAWINGS FOR ANCHORAGE. N M M I STRUCTURAL LOADING CRITERIA FOR SLAB ON GRADE STRUCTURE a LIVE LOAD (SNOW): - 30 lbs. WIND SPEED: - 90MPH WIND EXPOSURE: - B SEISMIC ZONE: - N/A SOIL BEARING: - 1,250 PSF N o EXPANSIVE SOILS: - YES P 00 04 SOIL REPORT: - CTC-GEOTEK PROJECT #212064 V STANDARD NOTES FOR ALL CONCRETE WORK 2 SEAL PVC W/ FICC FOAM SEALANT N M n 4 LEADS 0 6' EA. OF #2 AWG 2" PVC a SOLID BARE TINNED COPPER CONDUCTORS TO C-4 GND M RING 00 I N #5 ® 24' O.C. FULL LENGTH #3 TIES ® 4'-0" O.C. (TYP.) 00 #5 REBAR 0 24" O.C. (TYP.) ro #5 REBAR CONTINUOUS o FULL LENGTH (TYP.) N ~ THE NATURAL SOILS AND ANY NEW FILL NOTE: PLACED FOR SLAB SUPPORT SHOULD BE CROWN FINISH GRADE ® EQUIPMENT PAD TO PROVIDE COMPACTED TO A MINIMUM OF 95% OF THE 1/2"/FT SLOPE FOR 10' AROUND PERIMETER MAXIMUM DENSITY DEFINED BY ASTM D698, q 6'-0" AT MOISTURE CONTENTS IN THE RANGE OF 3 f - % BELOW TO 3% ABOVE OPTIMUM WATER CONTENT NOTE: REFER TO SOILS REPORT FOR SUBGRADE PREPARATION AND FOUNDATION RECOMMENDATIONS PRIOR TO CONSTRUCTION FOUNDATION PLAN 1'-4" 8"-- 0 1" 4" 3 1'-4' 8" 0 11-4• FOUNDATION SECTION & DETAIL ® 1 *Sprint. Splint PCS'" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR_ 100% CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 BOX CD'S FOR REVIEW MB AND COMMENT 0 7/11/01 10OX CD'S FOR MB SUBMrITAL. PLANS PREPARED BY, CSAi I Cnuran ra wn ~ve,uvlr umErn,, co~auoo snMatm i>nl titans eweugruw CONSULTANT: ~ r I II 7 DRAWN BY: CHK.: APV.: ~ AB ME 1 CS COLORADO LICENSURE: C0k202802 SHEET TITLE: STRUCTURAL PLANS & DETAILS SHEET NUMBER: S1.0 0 ELECTRICAL SERVICE ENTRANCE. VERIFY EXACT LOCATION AND ROUTING OF INCOMING SERVICE WITH UTILITY AND OWNER. ROUTE SERVICE UNDERGROUND FROM NEW UTILITY COMPANY TRANSFORMER TO METER AND DISCONNECT THEN TO POWER PEDESTAL PROVIDE PVC COATED GALVANIZED RIGID CONDUIT FOR ENTIRE LENGTH OF SERVICE. RE: 2/A4.0 20 TELEPHONE SERVICE ENTRANCE. VERIFY EXACT LOCATION AND ROUTING OF INCOMING SERVICE WITH UTILITY AND OWNER. ROUTE SERVICE UNDERGROUND FROM EXISTING TELEPHONE BOX EAST OF SITE TO POWER PEDESTAL PROVIDE (1) 2" CONDUIT WITH PULLWIRE. PROVIDE PVC COATED GALVANIZED RIGID CONDUIT FOR 30' -0" FROM POWER PEDESTAL AND PVC FOR REMAINDER. RE: 2/A4.0 200/ 200 POWER PEDESTAL (SPRINT STANDARD) O ELECTRICAL FEEDER TO POWER CABINET, SEE ELECTRICAL ONE-LINE DIAGRAM, SEE SHEET 6/E2.0 V PROVIDE 2" CONDUIT WITH PULLWIRE FOR TELEPHONE SERVICE FROM POWER PEDESTAL TO POWER CABINET. 0 20OA/2P DISCONNECT SWITCH & METER 7o PROVIDE SECURITY FLOODLIGHT. COORDINATE MOUNTING HEIGHT, CONTROLS AND ADDITIONAL REQUIREMENTS WITH PROJECT MANAGER. RE: 6/A4.0 0 EXISTING 300KVA TRANSFORMER ON UTILITY POLE. 09 EXISTING TELCO BOX ON WALL KEY NOTES or jL --0 0 - 7L oT ~z-- ' - 5 E 0H T E - E ~ x 4 6 3 w ~~r ` OHE OHf OHE oHE g zW X OHE OHE oHE OHE OH ONE - 04E OHE OHE - OHE - OHE OHE OHE (,~-s- ONE 0HE ` X - `Y- STEVE PH. 3 FAX. NORTH SPRINT PCS SITE NAME: AMERICAN RED CROSS PROJECT MATERIALS LIST SITE DN54XC124A ITEM DESCRIPTION MFR. QTY. UNrTS FURNISHED CONCRETE UTILITY BO ELECTRICAL. 17.25"X30" CHRISTY N/A EA CONTRACTOR CONCRETE UTILITY BOX /TELEPHONE 17.75"X30" CHRISTY ±!/A EA CONTRACTOR UR COAX . 4"9 . CONTRACTOR 4 50' CONTRACTOR CONDUIT POWER . 2"0 . CONTRACTOR 1 70' CONTRACTOR CONDUITLCO . 2"0 . CONTRACTOR 1 80 CONTRACTOR GENERATOR RECEPTAC 200A 2P3W APPLETON i EA &WFU TOR GENERATOR RECEPTACLE BACK BOX APPI£fON N A EA CONTRACTOR I MATERIALS LIST 1. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO EXCAVATION. 2. COORDINATE WITH ELECTRICAL UTILITY COMPANY FOR EXACT METERING REQUIREMENTS AND SERVICE ROUTING. APPLY FOR ELECTRICAL SERVICE A.S.A.P. 3. COORDINATE WITH TELEPHONE COMPANY FOR EXACT REQUIREMENTS AND SERVICE ROUTING. APPLY FOR TELEPHONE SERVICE A.SAP. 4. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER COMPANY THEREAFTER. ALSO, THE GENERAL CONTRACTOR SHALL RECEIVE IN WRITING A CONFIRMATION FROM THE POWER COMPANY AS TO WHEN THE ANTICIPATED POWER CONNECTION WILL BE COMPLETE. IF COMMERCIAL POWER IS NOT AVAILABLE BY THE "POWER COMPLETE" DATE AS CALLED OUT IN THE SPECIFICATIONS, A GENERATOR WILL BE SUPPLIED AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL COMMERCIAL POWER IS OBTAINED. ALL COSTS BETWEEN THE OWNER, ARCHITECT AND GENERAL CONTRACTOR. IN THE EVENT THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED HERE-IN TO SECURE POWER BY THE POWER COMPLETE DATE, THEN ALL COST ASSOCIATED WITH THE GENERATOR WILL BE BORNE BY THE GENERAL CONTRACTOR. ELECTRICAL SITE PLAN 6' 4®' 11 1 GENERAL NOTES J HE O OHE OHE ONE ONE OHE 0 OHE-OHE HE . 0 **rint. SpmtPCS- 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR 100% CD'S REV.: DATE: DESCRIPTION: BY, A 7/05/01 9OX CVS FOR RIMM MB AND COMMENT 0 7/11/01 100% CD'S FOR MB SUBMITTAL PLANS PREPARED BY: CSAi - C ",u."arme"m ~rtn¢bt "CCO~~ "a ~weuMr...., CONSULTMIT 7/l Plv t , DRAWN BY CHK. APV.: MAB ME CS COLORADO L NSURE: COk202802 SHEET TITLE: ELECTRICAL PLAN SHEET NUMBER El .0 300 KVA UTILITY COMPANY TRANSFORMER, 120/208V, 36, 4W SC = 58,900A (4#3/0)2"C METER PROVIDED ANO INSTALLED BY UTILITY COMPANY. METER CAN PROVIDED AND INSTALLED BY CONTRACTOR. Isc = 13,700A WP WSHORT CIRCUIT QALQULATOM 1.73 X 70FT X 58,900A _ F = 10,400 X 208V - 3.3 _ M -1-.3 _ '2 Isc=.2 X 58,900A = 13,700 A #-4 CU GROUND TO SERVICE ENTRANCE GROUND ROD - BOND TO NEUTRAL 20OA/3P MNN DISCONNECT SWITCH WITH 200A FRS-R FUSES PER UTILITY COMPANY REQUIREMENTS (2#12+#12G)1/2"C POWER PEDESTAL WITH NEMA 3R ENCLOSURE 200A/2P MAIN CB WALKING BEAM TRANSFER CIRCUIT BREAKER. BOTH CIRCUIT BREAKERS CANNOT BE CLOSED AT THE SAME TIME. 200A/2P MAIN CB (EMERGENCY SIDE) (3#3/0+#6G)2"C APPLETON 200A GENERATOR PLUG (3#2+#8G)1"GRC --PTO POWER CABINET --qTO SECURITY FLOODLIGHT (2#12+#120)1/2"C LOCATED INSIDE POWER PEDESTAL SURGE SUPPRESSOR (3#6+#6G)1-1/4"PVC LOAD CENTER "LC" LOAD CENTER "LC" 120 / 208 VOLT 1 PHASE ,3 WIRE SERVICE 200 AMP: MAIN BREAKER E1 LUGS ONLY ® MOUNTING: SURFACE ZZ.004 NC: GROUND BUS ® NEUTRAL W FLUSH ER DESCRIPTION L R ATISIO 1 L R MIwIO DESCRIPTION POWER CABINET - - E 8880 iw - - - - SURGE SUPPRESSOR - - - E 8880 I L - TOWER 600 - - - 350 - - - L - SECURITY SPR - - - 7 8 - - - SPR SPR - - - - 9 10 - 360 - - R - TELCO, TELCO G FAN - - M 1200 it 12 - - - - SPR TOTAL B00 - M 1200 A - E 17760 LOADS IN VOLT-AMPERES 350 360 I M A - E - TOTAL CONNECTION D.F. DEMAND LIGHTING 1.00 1.25 1.20 CONNECTED 20.3 KVA RECEPT. (FlRST 10 KW) .40 1.00 .40 DESIGN 48.0 KVA RECEPT. (REMAINDER) - .50 - DESIGN 20.8 KVA MOTORS - 1.00 - SPARE 27.2 KVA LARGEST MOTOR 1.20 1.25 1.50 CONNECTED APPLIANCES - 1.00 - Li 10.2 KVA EQUIPMENT 17.80 1.00 17.80 L2 10.1 KVA HEATING - 1.00 - TRANSFORMER - 1.00 - OTHER - 1.00 - TOTAL 20.30 KVA - 20.80 KVA ALL CIRCUIT BREAKERS LOAD 84.50 AMPS - 86.70 AMPS ARE 20 AMP, I POLE DESIGN - - 200 AMPS UNLESS NOTED OTHERWISE SPARE - - 113.30 AMPS L -LIGHTING R - RECEPTACLE M - MOTOR T - TRAMSFORMER SP - SPACE S - SUBFEED E - EOUIPTMENT A - APPLIANCE 0 - OTHER SPR - SPARE NUlt: LUAU UtNierc n VKUVI U ANNUL rUWtK tWLWAL ELECTRICAL ONE LINE DIAGRAM N.T.S. 16 I PANEL SCHEDULE N.T.S. 15 I GROUND EACH ANTENNA ARRAY WITH 6" GROUND BAR 12" GROUND BAR AT TOP OF MONOPOLE (2) #4/0 STRANDED COPPER JACKETED GROUND CONDUCTOR (TYP) 12" GROUND BAR AT BOTTOM OF MONOPOLE #2 AWG SOLID COPPER TINNED CONDUCTOR TO EXISTING GROUND RING OR ROD NOTE: ANTENNA ARRAY ON MONOPOLES DO NOT REQUIRE INDIVIDUAL GROUNDING PRC CABINET 2" CONDUIT FOR GROUNDING LEADS TO EQUIP. RE: 6/E4.0 EQUIPMENT PAD RE: 3/S1.O 0 931 If Cl gal 1--~ WP 12" GROUND BAR FOR COAX RE: 7/E4.0 ~ > < GENERATOR RECEPTACLE FUSED DISCONNECT SNITCH NON-FUSED DISCONNECT SWITCH METER SERVICE WTATHERHEAD POLE PULL BOX CONDUIT RUN WEATHERPROOF CONNECTION TO GROUND RING INSPECTION SLEEVE GROUND ROD GROUND ROD WITH INSPECTION SLEEVE TRANSIENT VOLTAGE SURGE SUPPRESSOR CIRCUIT BREAKER DUPLEX RECEPTACLE POWER TRANSFORMER I GROUNDING I ELECTRICAL LEGEND 1 2 1 AFF - A1304E FINISHED FLOOR AFC - ABOVE FINISHED GRADE MTS. - AUTOMATIC TRANSFER SWITCH 8FC - BELOW FINISHED GRADE CB - CIRCUIT BREWER BURIED CU - COPPER GROUND RING DISC. - DISCONNECT EC - ELECIRIM CONTRACTOR EM - EMERGENCY FIA - FULL LOAD AMPS GR - GROUND FAULT INTERRUPTER GRC - GALVANIZED MD CONDUIT D - ISOLATED GROUND KVA - KILOVOLT-AMPS KW - KILOWATTS LP - UOUID PROPANE MCA - MINIMUM CIRCUIT AMPS MOB - AWN CIRCUIT BREWER N - NEUTRAL NTS - NOT TO SCALE PNL - PANEL RECP - RECEPTACLE SS - SURGE SUPPRESSOR SW - SWITCH TTB - TELEPHONE TERMRUL BOARD TYP - TYPICAL UG - UNDERGROUND V - VOLTS W - WATTS WP - WEATHER PROOF XFMR _ TRANSFORMER I ANTENNA GROUNDING N.T.S. 14 1 COAX GROUNDING 2 1~~ 2 121 ABBREVIATIONS 11 1 *Sprint. Spnnt PCS' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030LELL WEST 27th AVENUE WHEATRIDGE, COLORADO 80215 CURRENT ISSUE DATE: .a.7/11/01~ ISSUED FOR: _ 100 CD'S 111 REV,: DATE: DESCRIPTIO~N~~B~Y:,,, A 7/05/01 90% CD's FOR REVIEW MB AND COMMENT 0 7/11/01 100% CD'S FOR MB SUBMITTAL PLANS PREPARED BY'. CSAi CHARLES l1ECRLY A MTZCTURE, I- au:.RSr.u<exnnveue TMTE w umcrax,weauoo em~sam: Wa.+ - CONSULTANT: 11cwo( DRAWN BY CHK.: APV.: MAB ME CS COLORADO LICENSURE: COA202802 SHEET TITLE: DETAILS & ONE-LINE DIAGRAM PANEL SCHEDULE SHEET NUMBER: E2.0 SECTOR SECTOR SECTOR 1 2 3 *Sprint. Sprint PCS° 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CE1.L WEST 27th AVENUE WHEATRIDOE, COLORADO 80215 CURRENT ISSUE DATE: 7/1 1/01 J . _ ISSUED FOR: ~ 100 CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 SOS CD'S FOR REVIEW MB AND COMMENT D 7/11/01 1005 CD'S FOR MB SODMOUL PLANS PREPARED BY: CSAi CHARLES STECRLY u HIRCWRE, 1K a~uRarnacrn~ceHHR um aR,C== eeHaoss ~ (MJHYUNn w«upr...s CONSULTANT: &4x~- lz~ l i t ff c( DRAWN BY -CHK: APV.: MAB ME CS COLORADO LICENSURE: C042028D2 SHEET TITLE: GROUNDING PLANS SHEET NUMBER E3.0 INSULATOR - 24" MAIN GROUND BAR RE: 4/E4.0 #2 AWG SOLLD GROUND 3/4" PVC SLEEVE LEAD TO GROUND RING - 3/8" LUG (TYP) ° $ 3/8" LUG BOLT (TYP) N o o ° " °0°0000 q NN °0°$°0°0°0° FLAT LOCK WASHER - 3/8 $ o R ,R a q n ut q ,H 0 w (TYP) 1.000 1.500 0 ~ N 11) Lo w r• co rn- Z o 0.000 - 0.500 4 + DD COPPER GROUND BAR REMOVNOr E 1.250 2.000 2 500 INSULATOR . 3 ' #4/0 STRANDED' JACKETED MOUNTING BRACKET 4.000:- m COPPER CONDUCTOR .4370 (26) 3/8" 0 TINNED ro 3/8" FLAT WASHER (4) LUG. TYP. COPPER 5620 BAR ' (TYP) TET TO BURIED TO BURIED 2i PIGTAIL 5 F GROUND GROUND NO. R415OA4 INSULATOR RING RING WITH GROUND D ~(2) #2 AWG SOLID NO. WBKT1 WALL BRACKET to AR BARE TINNED COPPER GROUND CONDUCTORS Ni l- 1 GB CONNECTION DETAIL SCALE: N.T.S. 4 12" GROUND BAR ASSEMBLY SCALE: N.T.S. 3 GROUND BURIED GROUND RING EXOTHERMIC WELD COAX GROUND BAR CONNECTION SCALE: N.T.S. 7 08 ion o n goo 8 o $ 8o °o °o °o °o oooooooo. N $ N 00 N N) O)q na0N N N 100015(X) OPNM dN C~b~ O NM CONCRETE CU Y PVC SLEEVE THROUGH CONCRETE 0.500 0.000 - 2 1 1 1 1♦ 1/ 1 1 1/ 1/ 1♦ .Go0 SEAL PVC W/ 12" MIN. BEND RADIUS 2 *875 0 ♦ ♦ ♦ ♦ ♦ ♦ 1 ♦ 1 ♦ ® 1 FICC FOAM SEALANT ' 3.500 ♦ ♦ 1 ♦ 1 0 /1 4.000 - NO. R415GA4 INSULATOR .4370 (26) LUG TYP TINNED .5620 (4) COPPER BAR NO. WBKT1 WALL BRACKET TO BURIED TO BURIED GROUND RING GROUND RING BURIED GROU CONCRETE PAD #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, TYPICAL EXOTHERMIC WELD 1 24" GROUND BAR ASSEMBLY SCALE: N.T.S. 12 RX/TX (TYP ) R X (TYP) NTENNA (MODEL AND TYPE SEE NTENNA SYSTEM GUIDELINES) DF FEMALE DIN CONNECTOR F N ANTENNA /2" TOP JUMPER, FLC12-50J-DIMN/DIMN ENGTH PER TABLE BELOW INE CONNECTOR (SEE TABLE) CABLEWAVE HEUAX COAX SIZE & LENGTH GROUND KIT (SEE TABLE) PER TABLE BELOW (MAIN FEED LINE) DINE CONNECTOR (SEE TABLE) ACCA INTERFACE 1/2" BOTTOM JUMPER, S-FLC12-5OJ-DINM/PNM LENGTH PER TABLE BELOW PNF, FEMALE, "N" CONNECTOR (ATTACHED TO PRC) EQUIPMENT GROUND SLEEVE SCALE: N.T.S. 1 6 1 REMOVABLE COVER. COVER SHALL BE REMOVABLE BY HAND. NO TOOLS SHALL BE REQUIRED FOR REMOVAL. FINISHED GRADE 2'-0" LONG X 6" DIA. SCHEDULE 40 WHITE PVC I GROUND ROD EXOTHERMICALLY WELD TO GROUND ROD. #2 AWG BARE TINNED SOLID COPPER WIRE (EXTERIOR GROUND RING) 1" WIDE SLOT FOR GROUND WIRE. EXTEND 2" ABOVE GROUND WIRE CRUSHED ROCK INSIDE, BELOW AND AROUND SLEEVE. EXOTHERMIC WELD SHALL REMAIN VISIBLE. CONNECTOR SIZE- CABLEWAVE P/N FOR 7/8" COAX - 734752 FOR 1-1/4" COAX - 734754 FOR 1-5/8" COAX - 734756 FOR 2-1/4" COAX - 734947 LUCENT SUPPLIED GPS ANTENNA NF CONNECTOR ON GPS ANTENNA PNM MALE "N" CONNECTOR CABLE WAVE P/N 734803 GROUND KIT (2) CABLEWAVE P/N 916198 CABLEWAVE HELIAX COAX LENGTH PER TABLE BELOW PNM MALE "N" CONNECTOR CABLEWAVE P/N 734803 PNF, FEMALE "N" CONNECTOR (ATTACHED TO PRC) CABLEWAVE GROUND KIT P/N FOR 7/8" COAX - 915870-005 OR 916199 FOR 1-1/4" COAX - 915870-007 OR 916200 FOR 1-5/8" COAX - 915870-008 OR 916201 FOR 2-1/4" COAX - 915870-012 OR 916202 I I GROUND ROD INSPECTION DETAIL SCALE: N.T.S. 15 1 ANTENNA CABLE CONFIGURATION SCALE: N.T.S. I 1 ( I *Sprint, SpdntPCs- 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: QWEST - AMERICAN RED CROSS DN54XC124A 10030-CELL WEST 27th AVENUE WHEATWDGE, COLORADO 80215 CURRENT ISSUE DATE: 7/11/01 ISSUED FOR. 100%-CD'S REV.: DATE: DESCRIPTION: BY: A 7/05/01 90% CD'S FOR KVIEW MB AND COMMENT 0 7/11/01 1 O ~ FOR me S O ~ PLANS PREPARED BY: C SAi STE Co~u war~uwn "veers wrrtw r.mnnwr, coicuvo mava -"-1~iYV>AM~1 e"e,ayCnwN.. CONSULTANP DRAWN BY. CI IK.: APV.: MAB ME CS COLORADO LICENSURE: CO#202802 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E4.0 7500 West 29th Avenue Wheat Ridge, Colorado 80215 The City of Telephone 303/ 235-2846 FAX 303/235-2857 Wheat .didge Site Acquisition Specialist Richard Connor Riley & Associates 655 Broadway, Suite 450 Denver, CO 80203 0 This letter is in regard to antenna collocation on the existing tower at 10030 West 27` Ave. The property is zoned C-1 which allows for the CMRS facility. Structure mounted facilities are reviewed by the Department of Planning and Development for compliance with the zoning code at the time of building permit application. This includes collocation on an existing conforming freestanding tower. If I can be of further assistance, please me know, Mary Austin, Planner SHIMEEM