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HomeMy WebLinkAbout12700 W. 32nd Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A)_6 �:'` ,R, _� 4'� J ^ Job Address: : as L1. Y. Permit Number: ❑ No one available for inspection: Time /_ �-775 AN`,ILPM Re -Inspection required: Yes' - ;f0 -When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date:''' ` Inspector: DO NOT REMOVE THIS NOTICE ®d s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE- �- C. Inspection Type:tpp Job Address: 7, Permit Number: is U e Y r A I ❑ No one available for inspection: Ti �2_�AM/hM Re -Inspection required: Y6_<y0 .._-' When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge.co. uslinspection Date: Inspect ®O NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Telecom PERMIT - 201900986 PERMIT NO: 201900986 ISSUED: 08/26/2019 JOB ADDRESS: 12700 W 32nd Ave EXPIRES: 08/25/2020 JOB DESCRIPTION: Commercial telecom for T -Mobile to remove 6 antennas and 3 T -Arm mounts and install 1 platform mount and 3 ratios and 9 antennas. *** CONTACTS *** OWNER 919-842-2563 GLOBAL SIGNAL ACQUISITIONS GC (720)460-9937 KEVIN ELLIS & KYLE DEATON 190022 WYCO FIELD SERVICES, LLC SUB (720)460-9937 KEVIN ELLIS & KYLE DEATON 190022 WYCO FIELD SERVICES, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 235.82 420.00 362.80 1,018.62 20,000.00 *** CONDITIONS *** 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 Telecom PERMIT - 201900986 PERMIT NO: 201900986 ISSUED: 08/26/2019 JOB ADDRESS: 12700 W 32nd Ave EXPIRES: 08/25/2020 JOB DESCRIPTION: Commercial telecom for T -Mobile to remove 6 antennas and 3 T -Arm mounts and install 1 platform mount and 3 ratios and 9 antennas. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per�orm�ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. /d—► i Y — 2 G �i U7 2,, l Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 grant' g f a permit sh I not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or a inaAce or r ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heatj�ide COMMUNiTy DEVELOPMENT Building & inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Pennit # o60�9� Plan Review Fe 2 Building Permit Application1 *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *— Property Address: 12700 W. 32nd Avenue SWA Wheat Ridge, LLC (Land) Property Owner (please print): (;rnwn castle) ISA jower) Phone: 720-450-3013 Property Owner Email: thomas.walker@crowncastle.com Mailing Address: (if different than property address) Address: 116 Inverness Drive East Suite 300 City, State, zip: Englewood, CO 80112 Architect/Engineer: Andrei Barba (P. Marshal & Associates, LLC) Architect/Engineer E-mail: Contractor: Contractors City License #: sellis@pmass.com Phone: 713-677-0964 Contractor E-mail Address: J.pilley@am-comm.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: 760-315-5118 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING rq'COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) _ (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) T -Mobile is proposing to remove (6) antennas and (3) T -Arm mounts and install (1) platform mount, (3) radios and (9) antennas. Project Contact: Tom Walker / 720-450-3013 / Thomas. WaIker@crowncastle.corr Sq. Ft.1LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 20, 000.00 O«'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE 0AE: (0I1'l1'ER) (CONTRACTORUr (,4t'THORIZED REPRESF_.NT,4TI1'E) of rOH A"ER) (CONTRACTOR) PRINT NAME: Tom Wa I ke r SIGNATIURE: L � %' DATE: 1;/1 1411 9 ZONING COMMMENT& Reviewer s! LIS 1011 DEPARTMENT USE ONLY BUILDINGDE RTME T COM ENTS: Reviewer: SInlo PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: SPRINKLERED: OCCUPANT LOAD: Building Division Valuation: $ CROWN 116 Inverness Drive East Suite 300 Phone: (720) 450-3013 C C%IE** I Denver, CO 80112 Fax: CASTLE www.crowncastle.com May 14, 2019 --IVE CITY OF WHEAT RIDGE, CO Attn: Building Department r 7500 W. 29th Avenue Wheat Ridge, CO 80033 303-235-2855 RE: Eligible Facilities Request to modify equipment on a communications tower located at: 12700 W 32ND AVE, WHEAT RIDGE, CO, 80033 Crown Site Number: 876994 / Crown Site Name: THE GRANGE Customer Site Number: DN03043 / Application Number: 484136 To Building Department: Crown Castle USA Inc. ("Crown Castle") on behalf of T -Mobile West LLC ("T -Mobile") is submitting the attached Eligible Facilities Request application to modify transmission equipment on a telecommunications tower located at 12700 W 32ND AVE, WHEAT RIDGE, CO 80033 in CITY OF WHEAT RIDGE, CO (the "THE GRANGE Tower"). Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, commonly known as the "Spectrum Act" (Pub. Law No. 112-96,126 Stat 156), mandates that state and local governments "may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Additionally, if "the reviewing State or local government determines that the application is incomplete" [they] "must provide written notice to the applicant within 3o days of receipt of the application, clearly and specifically delineating all missing documents or information." Under federal law, an Eligible Facilities Request is deemed granted with written notification in sixty (6o) days after an application is filed with a local jurisdiction, excluding tolling. Based on the submittal date of May 14, 2019, 3o days will expire on June 13, 2019; 6o days will expire on July 13, 2019. T -Mobile proposes to modify the "THE GRANGE Tower" as follows: T -Mobile proposes to remove (6) antennas and (3) T -Arm mounts and install (1) platform mount, (3) radios and (9) antennas on the existing cell tower Itemized list of submittal documents: Cover Letter, Building Permit Application, Structural Analysis ;Y-&14?6o 100 98� The Fokindation for a Wireless World. CrownCastle.com CROWN 116 Inverness Drive East Suite 300 Phone: (720) 450-3013 CDenver, CO 80112 Fax: x,00 CAST L E www.crowncastle.com T -Mobile is committed to working cooperatively with all jurisdictions around the country to secure expeditious approval of requests to modify existing personal wireless service facilities. If you should require more information regarding the Spectrum Act, please do not hesitate to contact me with your questions. Sincerely, Thomas Walker Thomas.Walker.Contractor@crowneastle.com (720) 450-3013 The Foundation for a Wireless World. CrownCastle,com Date: April 24, 2019 Randy Wofford Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 :a. \o/ Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919)661-6351 Subject: Structural Analysis Report Carrier Designation: Crown Castle Designation Engineering Firm Designation Site Data: Dear Randy Wofford, T -Mobile Co -Locate Carrier Site Number: DN03043 Carrier Site Name: Sprint_Youngfield Crown Castle BU Number: 876994 Crown Castle Site Name: The Grange Crown Castle JDE Job Number: 563370 Crown Castle Work Order Number: 1724721 Crown Castle Order Number: 484136 Rev. 0 TEP Project Number: 25461.251866 12700 W. 32nd Ave., Wheat Ridge, Jefferson County, CO 80033 Latitude 39045'38.6", Longitude -10508'27.6" 44 Foot - Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3 -second gust wind speed of 135 mph as required by the 2012 International Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structur4ltaryalysis prepared by.: Gautam Sopal, E.I. / MGY �����1tCity of Respect, ubrrlFifl�dttQ--It ` q�e Cf3MMUNI R I £Yll(i1 "I t4 l APPROVED Aaron T. RAceVeer�P. for Coe Compliance Y�Y 01 A-) I t5 - Plans Examiner Date wofty of 0enM1: The issuance of o permit or approval of plans spec f comm andcomputoMm shall not be o perm4104, Or on opprovol of, Ony woiobon to &W of oe prov/skm of the budding code or of any City ordiAoeces. Permit pre Mmv to phn outhorlty to vlo we or conal the prowstwis of of 0 cod" or Doer orduanon of oe city sholl not be valid 51 52796 Fs'�iONRI EN�\ 04/24/2019 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 8.0.5.0 April 24, 2019 CCI BU No 876994 Page 2 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 1) INTRODUCTION April 24, 2019 CCI BU No 876994 Page 3 This tower is a 44 -ft monopole tower designed by Paul J. Ford and Company. The tower has been modified per reinforcement drawings prepared by Crown Castle in August of 2014. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 135 mph Exposure Category: C Topographic Factor: 1.0 Service Wind Speed: 60 mph Table 1 - Proposed Antenna and Cable Information Fable 2 - Other Center Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Antenna Model Manufacturer Mounting Line Number Antenna 3 Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line [ 3 (ft) Antennas Samsung Telecomm. ! Power Junction Cylinder 3 2 Lines Size in ( ) 32.0 6 6 Andrew HBXX-6517DS-A2M �— - ---- - Tower Mounts T Arm Mount [TA 602-3] w/ Mount Pipe I 3 Commscope FFHH-65C-R3 w/ Mount Pipe 3 Commscope TMAT1921 B78-21 A 38.0 40.0 6 7/8 [ 1 Commscope HCS 2.0 Part 1 1 5/8 F 3 Nokia AHLOA j F3 Nokia FHFB 3-1 Nokia FRIG �F 38.0 1 1 1 Tower Mounts T -Arm Mount [TA 602-3] Fable 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Antenna Model Manufacturer Number of Feed Lines Feed Line Size in ( ) 44.0 47.0 44.0 3 KMW ET-X-TS-70-15-62-18-iR-RD Communications w/ Mount Pipe 3 7/8 3 KMW ET-X-WM-18-65-8P Communications w/ Mount Pipe F 3 Samsung Telecomm. RRH-C2 w/ Ext. Filter F— 3 Samsung Telecomm.; 2.5GHz RRH-V3 [ 3 Samsung Telecomm. Optic Fiber Junction Cylinder F 6 Samsung Telecomm. ! Power Junction Cylinder 3 2 Samsung Telecomm? RRH-P4 [g Tower Mounts Miscellaneous [NA 508-31 � 32 .0 � 32.0 6 EM_S Wireless RRR65-18-02DP w/ Mount Pi p e �— - ---- - Tower Mounts T Arm Mount [TA 602-3] tnxTower Report - version 8.0.5.0 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 3) ANALYSIS PROCEDURE Table 3 - Documents Provided April 24, 2019 CCI BU No 876994 Page 4 Document=L Remarks Reference Source Geotechnical Report I Tower Engineering Professionals 2100783 CCISites Tower Foundation Drawing Paul J. Ford and Company 1443811 CCISites Tower Manufacturer Drawing Paul J. Ford and Company 2039185 CCISites Tower Reinforcement Drawings --W Crown Castle 5246818 1 CCISites Post -Modification Inspection !Sinnott Gering and Schmitt Towers, Inc. 613350 CCISites 3.1) Analysis Method tnxTower (version 8.0.5.0), 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. For analysis of monopole shaft reinforcements, the plates are modeled as linear appurtenances along the exterior of the pole. The loads calculated from tnxTower are then exported to a proprietary calculation sheet created by Tower Engineering Professionals, Inc. that analyzes each reinforcing element along each critical axis and presents percent capacities for each element and the pole shaft along each critical axis. The actual percent capacity of the tower structure including the reinforcing elements is reported in Table 4 - Section Capacity (Summary). 3.2) Assumptions 1) The tower and foundation were built and maintained in accordance with the manufacturer's specification. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. 3) All tower components are in sufficient condition to carry their full design capacity. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 8.0.5.0 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary)',' April 24, 2019 CCI BU No 876994 Page 5 Elevation (ft) Co pooenent Size Critical Element % Capacity Pass /Fail j 44-39 Pole TP14.9xl4x0.1875 j Pole j 13.1% Pass 39-34 Pole TP15.8x14.9x0.1875 Pole 30.60% Pass 34-29 Pole TP16.7xl5.8x0.1875 Pole 45.0% Pass 29-24 Pole TP17.6xl6.7x0.1875 Pole 57.3% Pass 24- 19 Pole TP18.5x17.60.1875 Pole 67.3% Pass 19-14 Pole TP19.418.50.1875 Pole 76.2 % Pass 14-13.5 Pole TP19.49x19.4x0.1875 Pole 77.0% Pass 13.5- 13.25 Pole + Reinf. TP19.535xl9.49x0.3563 Reinf. 1 Tension Rupture 69.79% Pass 13.25-8.25 Pole + Reinf. TP20.435x19.535x0.35 Reinf. 1 Tension Rupture 77.3% Pass 8.25-3.25 Pole + Reinf. TP21.335x20.435x0.3438 Reinf. 1 Tension Rupture 84.2% Pass 3.25-0 Pole + Reinf. TP21.92x21.335x0.3375 Reinf. 1 Tension Rupture 88.3% Pass Summary Pole 1 77.0% Pass Reinforcement F 88.39% Pass Overall 1 88.3% Pass Table 5 - Tower Component Stresses vs. Capacity — LC5 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 Anchor Rods j - 65.9 Pass Pass 1,2 Base Plate - 79.8 1,2 Base Foundation Soil Interaction - 89.5 Pass 1,2 Base Foundation Structural I - 20.2 1 Pass Structure Rating (max from all components) = 89.5% Notes: 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the %capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) If the load differs from that described in Tables 1 and 2 of this report, the referenced drawings, or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report - version 8.0.5.0 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 8.0.5.0 April 24, 2019 CCI BU No 876994 Page 6 44.0 It DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 1/2" x 5' LRod 44 RRH-C2 W/EXT FILTER 44 ET -X -TS -70 -15 -62 -18 -IR -RD w/ Mount 44 ' (2) Miscellaneous [NA 508-31 44 39.0 It Pipe (2) HBXX-6517DS-A2M w/ Mount Pipe 38 o Pipe (2) HBXX-6517DS-A2M w/ Mount Pipe 36 16G ET -X -TS -70 -15 -62 -18 -IR -RD w/ Mount 44 Pipe FFHH-65C-R3 w/ Mount Pipe 38 O inO ET-X-WM-18-65-BP w/ Mount Pipe 44 FFHH-65C-R3 w/ Mount Pipe 38 N cs O ET-X-WM-18fi5-8P w/ Mount Pipe 44 FFHH-65C-R3 w/ Mount Pipe 38 ET-X-WM-18-65-BP w/ Mount Pipe 44 TMAT1921B78-21A 38 8 16 RRH-P4 44 TMAT1921B78-21A 38 0 0 Q 34.0 It RRH-P4 44 HCS 2.0 Part 1 38 � w S o � 0 a v 2.5GHZ RRH-V3 44 AHLOA 38 0 o N � tO m o �y POWER JUNCTION CYLINDER 44 FRIG 38 m N POWER JUNCTION CYLINDER 44 FRIG 38 0 ^ � OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 29.0 FI OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 POWER JUNCTION CYLINDER 44 T -Ann Mount [TA 602-3] 38 a POWER JUNCTION CYLINDER 44 (2) RR65-18-02DP w/ Mount Pipe 32 cn z' RRH-C2 W/EXT FILTER 44 T -Ann Mount [TA 602-31 32 44.0 It Tower Engineering ProfessionalsF4jiN Grange (BU 876994) 326 Tryon Road o. 25461.251866 Raleigh, NC 27603 Castle orawnby: m oun nppd. Tower Ergineerirg Professionals Phone: (919) 661-63512-H oate:04/24/19 �leNTS FAX: 919 661-6350 D: e�ersv nza�zi res.e Dw9 No. E-1 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 1/2" x 5' LRod 44 RRH-C2 W/EXT FILTER 44 ET -X -TS -70 -15 -62 -18 -IR -RD w/ Mount 44 ' (2) Miscellaneous [NA 508-31 44 39.0 It Pipe (2) HBXX-6517DS-A2M w/ Mount Pipe 38 ET -X -TS -70 -15 -62 -18 -IR -RD w/ Mount 44 (2) HBXX-6517DS-A2M w/ Mount Pipe 38 Pipe (2) HBXX-6517DS-A2M w/ Mount Pipe 36 ET -X -TS -70 -15 -62 -18 -IR -RD w/ Mount 44 Pipe FFHH-65C-R3 w/ Mount Pipe 38 ET-X-WM-18-65-BP w/ Mount Pipe 44 FFHH-65C-R3 w/ Mount Pipe 38 ET-X-WM-18fi5-8P w/ Mount Pipe 44 FFHH-65C-R3 w/ Mount Pipe 38 ET-X-WM-18-65-BP w/ Mount Pipe 44 TMAT1921B78-21A 38 RRH-P4 44 TMAT1921B78-21A 38 RRH-P4 44 TMAT19211378-21A 38 34.0 It RRH-P4 44 HCS 2.0 Part 1 38 2.5GHZ RRH-V3 44 AHLOA 38 2.5GHZ RRH-V3 44 AHLOA 38 2.5GHZ RRH-V3 44. AHLOA 38 POWER JUNCTION CYLINDER 44 FRIG 38 POWER JUNCTION CYLINDER 44 FRIG 38 POWER JUNCTION CYLINDER 44 FRIG 38 OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 29.0 FI OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 OPTIC FIBER JUNCTION CYLINDER 44 FHFB 38 POWER JUNCTION CYLINDER 44 T -Ann Mount [TA 602-3] 38 POWER JUNCTION CYLINDER 44 (2) RR65-18-02DP w/ Mount Pipe 32 POWER JUNCTION CYLINDER 44 (2) RR65-18-02DP w/ Mount Pipe 32 RRH-C2 W/EXT FILTER 44 (2) RR65-18-02DP w/ Mount Pipe 32 RRH-C2 W/EXT FILTER 44 T -Ann Mount [TA 602-31 32 MATERIAL STRENGTH za.o ft GRADE Fy Fu GRADE Fy Fu A607-60 160 ksi 175 ksi O TOWER DESIGN NOTES 1. Tower is located in Jefferson County, Colorado. 2. Tower designed for E>posure C to the TIA-222-H Standard. 3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-H Standard. 4. Deflections are based upon a 60 mph wind. 1s.o ft 5. Tower Risk Category Il. 6. Topographic Category 1 with Crest Height of 0.00 ft 14.0 ft 13.5 ft 8.3 It ALL REACTIONS ARE FACTORED 3.3 ft AXIAL 8621 Ib SHEAR MOMENT 10161/6 378138 lb -ft 0.0 ft TORQUE 214 Ib -ft REACTIONS - 135 r ph WIND Tower Engineering ProfessionalsF4jiN Grange (BU 876994) 326 Tryon Road o. 25461.251866 Raleigh, NC 27603 Castle orawnby: m oun nppd. Tower Ergineerirg Professionals Phone: (919) 661-63512-H oate:04/24/19 �leNTS FAX: 919 661-6350 D: e�ersv nza�zi res.e Dw9 No. E-1 tnxTower Tower Engineering Job The Grange (BU 876994) Page 1 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Length of Client Designed by Raleigh, NC 27603 Phone: (919) 661-6351 Crown Castle ft ft FAX: (919) 661-6350 Sides m oun Y 9 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Jefferson County, Colorado. Tower base elevation above sea level: 5507.00 ft. Basic wind speed of 135 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.05. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fµ,) = 0.95. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Ignore KL/ry For 60 Deg. Angle Legs Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-H Bracing Resist. Exemption Use TIA-222-H Tension Splice Exemption Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Lfall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 44.00-39.00 5.00 0.00 18 14.0000 14.9000 0.1875 0.7500 A607-60 (60 ksi) tnxTower Tower Engineering Job The Grange (BU 876994) Page 2 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Pole Grade w/t Client Designed by Raleigh, NC 27603 Phone: (919) 661-6351 Crown Castle Diameter FAX: (919) 661-6350 Radius myoung Section Elevation Section Splice Nunnber Top Bottom Wall Bend Pole Grade w/t Length Length of Diameter Diameter Thickness Radius int in ,ft ft ft Sides in in in in 396.5319 L2 39.00-34.00 5.00 0.00 18 14.9000 15.8000 0.1875 0.7500 A607-60 479.2043 4.3787 2.2924 12.226 L2 15.1009 8.7558 239.4446 5.2229 (60 ksi) L3 34.00-29.00 5.00 0.00 18 15.8000 16.7000 0.1875 0.7500 A607-60 8.0264 35.6486 572.6360 4.6466 2.4508 13.071 L3 16.0148 9.2914 (60 ksi) L4 29.00-24.00 5.00 0.00 18 16.7000 17.6000 0.1875 0.7500 A607-60 338.5198 5.8619 8.4836 39.9029 677.4851 4.9144 2.6092 13.916 L4 (60 ksi) L5 24.00-19.00 5.00 0.00 18 17.6000 18.5000 0.1875 0.7500 A607-60 17.8426 10.3626 396.9438 6.1814 8.9408 44.3969 794.4099 5.1823 2.7676 (60 ksi) L6 19.00-14.00 5.00 0.00 18 18.5000 19.4000 0.1875 0.7500 A607-60 14.761 18.7565 10.8982 461.7305 6.5009 9.3980 49.1307 924.0685 (60 ksi) L7 14.00-13.50 0.50 0.00 18 19.4000 19.4900 0.1875 0.7500 A607-60 5.4501 2.9260 15.605 19.6704 11.4338 533.2088 6.8204 9.8552 (60 ksi) L8 13.50-13.25 0.25 0.00 18 19.4900 19.5350 0.3563 1.4250 A607-60 54.1043 1067.1192 5.7180 3.0844 16.45 19.7617 11.4874 540.7373 (60 ksi) L9 13.25-8.25 5.00 0.00 18 19.5350 20.4350 0.3500 1.4000 A607-60 6.7925 9.9009 101.0704 2002.6966 10.8197 2.8032 7.869 19.7814 (60 ksi) L10 8.25-3.25 5.00 0.00 18 20.4350 21.3350 0.3438 1.3750 A607-60 21.3126 991.0552 6.8107 9.9238 99.8667 1983.4144 10.6583 2.8222 8.063 (60 ksi) L11 3.25-0.00 3.25 7.1302 18 21.3350 21.9200 0.3375 1.3500 A607-60 60 ksi Tapered Pole Properties Section Tip Dia. Area 1 r C UC J NQ w w/t in W in' in in in' in' int in Ll 14.1870 8.2202 198.1356 4.9034 7.1120 27.8593 396.5319 4.1109 2.1340 11.381 15.1009 8.7558 239.4446 5.2229 7.5692 31.6341 479.2043 4.3787 2.2924 12.226 L2 15.1009 8.7558 239.4446 5.2229 7.5692 31.6341 479.2043 4.3787 2.2924 12.226 16.0148 9.2914 286.1297 5.5424 8.0264 35.6486 572.6360 4.6466 2.4508 13.071 L3 16.0148 9.2914 286.1297 5.5424 8.0264 35.6486 572.6360 4.6466 2.4508 13.071 16.9287 9.8270 338.5198 5.8619 8.4836 39.9029 677.4851 4.9144 2.6092 13.916 L4 16.9287 9.8270 338.5198 5.8619 8.4836 39.9029 677.4851 4.9144 2.6092 13.916 17.8426 10.3626 396.9438 6.1814 8.9408 44.3969 794.4099 5.1823 2.7676 14.761 L5 17.8426 10.3626 396.9438 6.1814 8.9408 44.3969 794.4099 5.1823 2.7676 14.761 18.7565 10.8982 461.7305 6.5009 9.3980 49.1307 924.0685 5.4501 2.9260 15.605 L6 18.7565 10.8982 461.7305 6.5009 9.3980 49.1307 924.0685 5.4501 2.9260 15.605 19.6704 11.4338 533.2088 6.8204 9.8552 54.1043 1067.1192 5.7180 3.0844 16.45 L7 19.6704 11.4338 533.2088 6.8204 9.8552 54.1043 1067.1192 5.7180 3.0844 16.45 19.7617 11.4874 540.7373 6.8524 9.9009 54.6149 1082.1861 5.7448 3.1002 16.535 L8 19.7357 21.6352 1000.6899 6.7925 9.9009 101.0704 2002.6966 10.8197 2.8032 7.869 19.7814 21.6861 1007.7670 6.8085 9.9238 101.5507 2016.8601 10.8451 2.8112 7.891 L9 19.7824 21.3126 991.0552 6.8107 9.9238 99.8667 1983.4144 10.6583 2.8222 8.063 20.6962 22.3124 1137.1766 7.1302 10.3810 109.5442 2275.8496 11.1583 2.9806 8.516 L10 20.6972 21.9208 1117.9129 7.1324 10.3810 107.6886 2237.2967 10.9625 2.9916 8.703 21.6111 22.9028 1274.9759 7.4519 10.8382 117.6375 2551.6295 11.4536 3.1500 9.164 L11 21.6121 22.4930 1252.9130 7.4541 10.8382 115.6018 2507.4746 11.2487 3.1610 9.366 22.2061 23.1197 1360.5779 7.6618 11.1354 122.1853 2722.9460 11.5621 3.2639 9.671 Tower Gusset Elevation Area (per face) Ll 44.00-39.00 L2 39.00-34.00 Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt A, Spacing Spacing Spacing Diagonals Horizontals Redundants in in in in tnxTower Tower Engineering Job The Grange (BU 876994) Page 3 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Weight plf Stitch Bolt Raleigh, NC 27603 Client Designed by Phone: (919) 661-6351 Crown Castle Spacing FAX: (919) 661-6350 m oun y g Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Weight plf Stitch Bolt Stitch Bolt Stitch Bolt (perface) Type A, Number Spacing Spacing Spacing Leg CCI-65FP-040075 Diagonals Horizontals Redundants ft ftZ in 1 1 in in in L3 34.00-29.00 1 1 1 (CaAa) L4 29.00-24.00 1 1 1 L5 24.00-19.00 1 1 1 Surface Af 15.00 - 0.00 L6 19.00-14.00 1 1 1 9.5000 0.00 L7 14.00-13.50 1 1 1 Inside Pole 38.00-0.00 L8 13.50-13.25 1 1 0.945973 CCI-65FP-040075 L9 13.25-8.25 1 1 0.943426 1 1 L10 8.25-3.25 1 1 0.942494 Ll 13.25-0.00 1 1 0.948709 0.000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row StartfEnd Position Width or Perimeter Diameter in in Weight plf *** Shield From Type Number Leg CCI-65FP-040075 A No Surface Af 15.00 - 0.00 1 1 0.500 4.0000 9.5000 0.00 (CaAa) ***38*** 0.500 CCI-65FP-040075 B No Surface Af 15.00 - 0.00 1 1 0.250 4.0000 9.5000 0.00 HCS 2.0 Part 2(5/8) *** C No (CaAa) Inside Pole 38.00-0.00 1 No Ice 0.250 0.34 CCI-65FP-040075 C No Surface Af 15.00 - 0.00 1 1 0.000 4.0000 9.5000 0.00 (CaAa) 0.000 ***44*** LDF5-50A(7/8) C No Surface Ar 44.00 - 0.00 3 3 0.000 1.0900 0.33 *** *** (CaAa) 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAA, Weight or Shield From Type Number Leg Torque ft ftzfft plf Calculation ***38*** LDF5-50A(7/8) C No No Inside Pole 38.00-0.00 6 No Ice 0.00 0.33 HCS 2.0 Part 2(5/8) *** C No No Inside Pole 38.00-0.00 1 No Ice 0.00 0.34 Feed Line/Linear Appurtenances Section Areas Tower Tower Face As AF CAAA CAAA Weight Section Elevation In Face Out Face it ft` 1i` ft, ft` lb Ll 44.00-39.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 0.000 0.000 0 tnxTower Tower Engineering Job The Grange (BU 876994) Page 4 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Elevation Ice in Raleigh, NC 27603 Client Designed by Phone: (919) 661-6351 Crown Castle 0.0000 FAX.- (919)661-6350 L2 myoung Tower Tower Face AR AF CAAA CAAA Weight Section Elevation Ice in Ice _ Ll In Face Out Face 2.0863 0.0000 fr L2 f� it2 ft 0.0000 lb L3 34.00-29.00 C 0.000 0.000 1.635 0.000 5 L2 39.00-34.00 A 0.000 0.000 0.000 0.000 0 0.0000 1.4508 B 0.000 0.000 0.000 0.000 0 L7 14.00-13.50 C 0.000 0.000 1.635 0.000 14 L3 34.00-29.00 A 0.000 0.000 0.000 0.000 0 3.1196 1.5575 B 0.000 0.000 0.000 0.000 0 Lll 3.25-0.00 C 0.000 0.000 1.635 0.000 17 L4 29.00-24.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 0.000 0.000 0 C 0.000 0.000 1.635 0.000 17 L5 24.00-19.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 0.000 0.000 0 C 0.000 0.000 1.635 0.000 17 L6 19.00-14.00 A 0.000 0.000 0.667 0.000 0 B 0.000 0.000 0.667 0.000 0 C 0.000 0.000 2.302 0.000 17 L7 14.00-13.50 A 0.000 0.000 0.333 0.000 0 B 0.000 0.000 0.333 0.000 0 C 0.000 0.000 0.497 0.000 2 L8 13.50-13.25 A 0.000 0.000 0.167 0.000 0 B 0.000 0.000 0.167 0.000 0 C 0.000 0.000 0.248 0.000 1 L9 13.25-8.25 A 0.000 0.000 3.333 0.000 0 B 0.000 0.000 3.333 0.000 0 C 0.000 0.000 4.968 0.000 17 L10 8.25-3.25 A 0.000 0.000 3.333 0.000 0 B 0.000 0.000 3.333 0.000 0 C 0.000 0.000 4.968 0.000 17 Lll 3.25-0.00 A 0.000 0.000 2.167 0.000 0 B 0.000 0.000 2.167 0.000 0 C 0.000 0.000 3.229 0.000 11 Feed Line Center of Pressure Section Elevation CPx CPz - ,_ CPx CPz ft in in Ice in Ice _ Ll 44.00-39.00 0.0000 2.0863 0.0000 in 1.4183 L2 39.00-34.00 0.0000 2.1108 0.0000 1.4276 L3 34.00-29.00 0.0000 2.1332 0.0000 1.4361 L4 29.00-24.00 0.0000 2.1538 0.0000 1.4438 L5 24.00-19.00 0.0000 2.1729 0.0000 1.4508 L6 19.00-14.00 1.3845 2.0678 0.9911 1.4803 L7 14.00-13.50 3.0726 1.5344 3.0726 1.5344 L8 13.50-13.25 3.0802 1.5381 3.0802 1.5381 L9 13.25-8.25 3.8146 1.9045 3.1196 1.5575 L10 8.25-3.25 3.9219 1.9574 3.1905 1.5923 Lll 3.25-0.00 4.0080 1.9998 3.2467 1.6200 Note: For pole sections, center of pressure calculations do not consider feed line shielding. tnxTower Tower Engineering Job The Grange (BU 876994) Page 5 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road 39.00 - 44.00 1.0000 Client Designed by Raleigh, NC 27603 Phone: (919)661-6351 Crown Castle 1.0000 FAX. (919)661-6350 L3 o moun Y g Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. K No Ice K Ice Ll 6 LDF5-50A(7/8) 39.00 - 44.00 1.0000 1.0000 L2 6 LDF5-50A(7/8) 34.00 - 39.00 1.0000 1.0000 L3 6 LDF5-50A(7/8) 29.00 - 34.00 1.0000 1.0000 L4 6 LDF5-50A(7/8) 24.00 - 29.00 1.0000 1.0000 L5 6 LDF5-50A(7/8) 19.00 - 24.00 1.0000 1.0000 L6 2 CCI-65FP-040075 14.00 - 15.00 1.0000 1.0000 L6 3 CCI-65FP-040075 14.00 - 15.00 1.0000 1.0000 L6 4 CCI-65FP-040075 14.00 - 15.00 1.0000 1.0000 L6 6 LDF5-50A(7/8) 14.00 - 19.00 1.0000 1.0000 L7 2 CCI-65FP-040075 13.50 - 14.00 1.0000 1.0000 L7 3 CCI-65FP-040075 13.50 - 14.00 1.0000 1.0000 L7 4 CCI-65FP-040075 13.50 - 14.00 1.0000 1.0000 L7 6 LDF5-50A(7/8) 13.50 - 14.00 1.0000 1.0000 L8 2 CCI-65FP-040075 13.25 - 13.50 1.0000 1.0000 L8 3 CCI-65FP-040075 13.25 - 13.50 1.0000 1.0000 L8 4 CCI-65FP-040075 13.25 - 13.50 1.0000 1.0000 L8 6 LDF5-50A(7/8) 13.25 - 13.50 1.0000 1.0000 L9 2 CCI-65FP-040075 8.25-13.25 1.0000 1.0000 L9 3 CCI-65FP-040075 8.25- 13.25 1.0000 1.0000 L9 4 CCI-65FP-040075 8.25-13.25 1.0000 1.0000 L9 6 LDF5-50A(7/8) 8.25-13.25 1.0000 1.0000 L10 2 CCI-65FP-040075 3.25-8.25 1.0000 1.0000 L10 3 CCI-65FP-040075 3.25-8.25 1.0000 1.0000 L10 4 CCI-65FP-040075 3.25-8.25 1.0000 1.0000 L10 6 LDF5-50A(7/8) 3.25-8.25 1.0000 1.0000 L11 2 CCI-65FP-040075 0.00-3.25 1.0000 1.0000 L11 3 CCI-65FP-040075 0.00-3.25 1.0000 1.0000 LII 4 CCI-65FP-040075 0.00-3.25 1.0000 1.0000 Ll l 6 LDF5-50A(7/8) 0.00-3.25, 1.0000 1.0000 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 Discrete Tower Loads 2.50 ***44*** ET -X -TS -70 -15 -62 -18 -IR -R A From Leg 4.00 0.0000 44.00 D w/ Mount Pipe CAAA CAAA Weight Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Front Side Leg Lateral 3.00 ET -X -TS -70 -15 -62 -18 -IR -R C From Leg 4.00 0.0000 44.00 Vert 0.00 ft ft ft2 ftz lb ft ft 1/2" x 5' LRod C From Leg 0.00 0.0000 44.00 No Ice 0.25 0.25 3 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 0.00 2.50 ***44*** ET -X -TS -70 -15 -62 -18 -IR -R A From Leg 4.00 0.0000 44.00 D w/ Mount Pipe 0.00 3.00 ET -X -TS -70 -15 -62 -18 -IR -R B From Leg 4.00 -20.0000 44.00 D w/ Mount Pipe 0.00 3.00 ET -X -TS -70 -15 -62 -18 -IR -R C From Leg 4.00 0.0000 44.00 D w/ Mount Pipe 0.00 3.00 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 No Ice 4.61 3.27 68 tnxTower Tower Engineering Job The Grange (BU 876994) Page 6 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Weight lb ET-X-WM-18-65-8P w/ Client Designed by Raleigh, NC 27603 Phone: (919)661-6351 Crown Castle No Ice FAX: (919) 661-6350 2.30 m oun y g Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment Placement ft CAAA Front ft2 CAAA Side ftz Weight lb ET-X-WM-18-65-8P w/ A From Face 4.00 -60.0000 44.00 No Ice 4.00 2.30 59 Mount Pipe 0.00 3.00 ET-X-WM-18-65-8P w/ B From Face 4.00 -60.0000 44.00 No Ice 4.00 2.30 59 Mount Pipe 0.00 3.00 ET-X-WM-18-65-8P w/ C From Face 4.00 -80.0000 44.00 No Ice 4.00 2.30 59 Mount Pipe 0.00 3.00 RRH-P4 A From Leg 4.00 0.0000 44.00 No Ice 2.74 1.79 60 0.00 3.00 RRH-P4 B From Leg 4.00 -20.0000 44.00 No Ice 2.74 1.79 60 0.00 3.00 RRH-P4 C From Leg 4.00 0.0000 44.00 No Ice 2.74 1.79 60 0.00 3.00 2.5GHZ RRH-V3 A From Leg 4.00 0.0000 44.00 No Ice 2.40 1.22 60 0.00 3.00 2.5GHZ RRH-V3 B From Leg 4.00 -20.0000 44.00 No Ice 2.40 1.22 60 0.00 3.00 2.5GHZ RRH-V3 C From Leg 4.00 0.0000 44.00 No Ice 2.40 1.22 60 0.00 3.00 POWER JUNCTION A From Leg 4.00 0.0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 POWER JUNCTION B From Leg 4.00 -20.0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 POWER JUNCTION C From Leg 4.00 0.0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 OPTIC FIBER JUNCTION A From Face 4.00 -60.0000 44.00 No Ice 0.39 0.39 2 CYLINDER 0.00 3.00 OPTIC FIBER JUNCTION B From Face 4.00 -60.0000 44.00 No Ice 0.39 0.39 2 CYLINDER 0.00 3.00 OPTIC FIBER JUNCTION C From Face 4.00 -80.0000 44.00 No Ice 0.39 0.39 2 CYLINDER 0.00 3.00 POWER JUNCTION A From Face 4.00 -60.0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 POWER JUNCTION B From Face 4.00 -60.0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 POWER JUNCTION C From Face 4.00 -80,0000 44.00 No Ice 0.37 0.37 3 CYLINDER 0.00 3.00 RRH-C2 W/EXT FILTER A From Face 4.00 -60.0000 44.00 No Ice 5.29 4.41 68 0.00 3.00 tnxTower Tower Engineering Job The Grange (BU 876994) Page 7 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Weight lb RRH-C2 W/EXT FILTER Raleigh, NC 27603 Client Designed by Phone: (919) 661-6351 Crown Castle No Ice FAX: (919) 661-6350 4.41 oun m Y g Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment Placement ft CAAA Front ftZ CAAA Side ftZ Weight lb RRH-C2 W/EXT FILTER B From Face 4.00 -60.0000 44.00 No Ice 5.29 4.41 68 0.00 3.00 RRH-C2 W/EXT FILTER C From Face 4.00 -80.0000 44.00 No Ice 5.29 4.41 68 0.00 3.00 (2) Miscellaneous [NA 508-3] C None 0.0000 44.00 No Ice 13.71 13.71 398 ***38*** (2) HBXX-6517DS-A2M w/ A From Leg 4.00 -20.0000 38.00 No Ice 8.77 6.96 67 Mount Pipe 0.00 2.00 (2) HBXX-6517DS-A2M w/ B From Leg 4.00 -20.0000 38.00 No Ice 8.77 6.96 67 Mount Pipe 0.00 2.00 (2) HBXX-6517DS-A2M w/ C From Leg 4.00 -20.0000 38.00 No Ice 8.77 6.96 67 Mount Pipe 0.00 2.00 FFHH-65C-R3 w/ Mount A From Leg 4.00 -20.0000 38.00 No Ice 12.97 6.20 161 Pipe 0.00 2.00 FFHH-65C-R3 w/ Mount B From Leg 4.00 -20.0000 38.00 No Ice 12.97 6.20 161 Pipe 0.00 2.00 FFHH-65C-R3 w/ Mount C From Leg 4.00 -20.0000 38.00 No Ice 12.97 6.20 161 Pipe 0.00 2.00 TMAT1921B78-21A A From Leg 4.00 -20.0000 38.00 No Ice 0.66 0.31 18 -6.00 2.00 TMAT1921B78-21A B From Leg 4.00 -20.0000 38.00 No Ice 0.66 0.31 18 -6.00 2.00 TMAT1921B78-21A C From Leg 4.00 -20.0000 38.00 No Ice 0.66 0.31 18 -6.00 2.00 HCS 2.0 Part 1 A From Leg 4.00 -20.0000 38.00 No Ice 1.87 0.93 24 0.00 2.00 AHLOA A From Leg 4.00 -20.0000 38.00 No Ice 2.23 1.39 84 0.00 2.00 AHLOA B From Leg 4.00 -20.0000 38.00 No Ice 2.23 1.39 84 0.00 2.00 AHLOA C From Leg 4.00 -20.0000 38.00 No Ice 2.23 1.39 84 0.00 2.00 FRIG A From Leg 4.00 -20.0000 38.00 No Ice 2.39 0.97 57 6.00 2.00 FRIG B From Leg 4.00 -20.0000 38.00 No Ice 2.39 0.97 57 6.00 2.00 FRIG C From Leg 4.00 -20.0000 38.00 No Ice 2.39 0.97 57 6.00 2.00 FHFB A From Leg 4.00 -20.0000 38.00 No Ice 3.63 2.39 53 tnxTower Tower Engineering Job The Grange (BU 876994) Page 8 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Weight Raleigh, NC27603 Client Designed by Phone: (919) 661-6351 Crown Castle FAX: (919)661-6350 Side m oy un o 9 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ftZ ftz lb ft ft 6.00 2.00 FHFB B From Leg 4.00 -20.0000 38.00 No Ice 3.63 2.39 53 6.00 2.00 FHFB C From Leg 4.00 -20.0000 38.00 No Ice 3.63 2.39 53 6.00 2.00 T -Arm Mount [TA 602-3] C None 0.0000 38.00 No Ice 11.59 11.59 774 **32** (2) RR65-18-02DP w/ Mount A From Leg 4.00 0.0000 32.00 No Ice 4.59 3.32 34 Pipe 0.00 0.00 (2) RR65-18-02DP w/ Mount B From Leg 4.00 -20.0000 32.00 No Ice 4.59 3.32 34 Pipe 0.00 0.00 (2) RR65-18-02DP w/ Mount C From Leg 4.00 -20.0000 32.00 No Ice 4.59 3.32 34 Pipe 0.00 0.00 T -Arm Mount [TA 602-3] **** * C None 0.0000 32.00 No Ice 11.59 11.59 774 Load Combinations Comb. Description m4JX No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice tnxTower Tower Engineering Job JoThe Grange (BU 876994) Page9 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road 28 0.6502 Client Designed by Raleigh, NC 27603 Phone: (919) 661-6351 Crown Castle 0.6319 FAX: (919) 661-6350 L3 myoung Comb. Description No. 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Tower Deflections - Service Wind Section No. Elevation ft Hort. Deflection in Gov. Load Comb. Tilt Twist ° Ll 44-39 3.345 28 0.6502 0.0017 L2 39-34 2.672 28 0.6319 0.0012 L3 34-29 2.030 28 0.5876 0.0009 IA 29-24 1.450 34 0.5166 0.0007 L5 24- 19 0.956 34 0.4247 0.0005 L6 19-14 0.567 34 0.3180 0.0003 L7 14-13.5 0.294 34 0.2016 0.0002 L8 13.5-13.25 0.273 34 0.1897 0.0002 L9 13.25-8.25 0.264 34 0.1864 0.0002 LIO 8.25-3.25 0.104 34 0.1187 0.0001 L11 3.25-0 0.016 34 0.0476 0.0000 Critical Deflections and Radius of Curvature- Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Deflection Load Curvature ft Comb. Comb. in Ll 44-39 ft 44.00 1/2" x 5' LRod 28 3.345 0.6502 0.0017 9566 38.00 (2) HBXX-6517DS-A2M w/ Mount 28 2.540 0.6255 0.0011 7984 0.0049 Pipe 29-24 7.798 18 2.7765 0.0037 32.00 (2) RR65-18-02DP w/ Mount Pipe 28 1.790 0.5620 0.0008 4180 Maximum Tower Deflections - Design Wind Section Elevation Hort. Gov. Tilt Twist No. Deflection Load ft in Comb. c° Ll 44-39 17.966 18 3.4924 0.0092 L2 39-34 14.356 18 3.3940 0.0064 L3 34-29 10.913 18 3.1567 0.0049 L4 29-24 7.798 18 2.7765 0.0037 L5 24- 19 5.142 18 2.2829 0.0027 tnxTower Tower Engineering Job The Grange (BU 876994) Page 10 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road Load Ll Raleigh, NC27603 Client Designed Phone: (919)661-6351 Crown Castle Comb. FAX. (919)661-6350 L6 myoung Section Elevation Horz. Gov. Tilt Twist No. P lb Deflection Load Ll 44-39(l) TP14.9xl4x0.1875 ft in Comb. Comb. ° L6 19-14 3.046 18 1.7100 0.0018 L7 14-13.5 1.579 18 1.0841 0.0010 L8 13.5-13.25 1.469 18 1.0198 0.0009 L9 13.25-8.25 1.416 18 1.0023 0.0009 L10 8.25-3.25 0.556 18 0.6377 0.0005 L11 3.25-0 0.087 18 0.2560 0.0002 Critical Deflections and Radius of Curvature- Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of P lb rpP„ lb Load Ll 44-39(l) TP14.9xl4x0.1875 Curvature ft 0.0 Comb. in 472812 0.004 ft 44.00 1/2" x 5' LRod 18 17.966 3.4924 0.0092 1795 38.00 (2) HBXX-6517DS-A2M w/ Mount 18 13.649 3.3594 0.0060 1498 0.0 Pipe -6241 530658 0.012 L4 29-24(4) 32.00 (2) RR65-18-02DP w/ Mount Pipe 18 9.620 3.0199 0.0045 784 Compression Checks Pole Design Data Section No. Elevation ft Size L ft L. ft Kl1r A int P lb rpP„ lb Ratio P. op Ll 44-39(l) TP14.9xl4x0.1875 5.00 0.00 0.0 8.7558 -2088 472812 0.004 L2 39-34(2) TP15.8x14.9x0.1875 5.00 0.00 0.0 9.2914 -4873 501735 0.010 L3 34-29(3) TP16.7x15.80.1875 5.00 0.00 0.0 9.8270 -6241 530658 0.012 L4 29-24(4) TP17.6x16.7x0.1875 5.00 0.00 0.0 10.3626 -6534 559581 0.012 L5 24-19(5) TP18.5x17.60.1875 5.00 0.00 0.0 10.8982 -6854 588504 0.012 L6 19-14(6) TP19.4x18.5x0.1875 5.00 0.00 0.0 11.4338 -7197 617427 0.012 L7 14-13.5(7) TP19.49x19.40.1875 0.50 0.00 0.0 11.4874 -7238 620320 0.012 L8 13.5 - 13.25 (8) TP19.535x19.49x0.3563 0.25 0.00 0.0 21.6861 -7266 1171050 0.006 L9 13.25 - 8.25 (9) TP20.435x19.535x0.35 5.00 0.00 0.0 22.3124 -7756 1204870 0.006 L10 8.25 - 3.25 (10) TP21.335x20.4350.3438 5.00 0.00 0.0 22.9028 -8269 1236750 0.007 L11 3.25-0(11) TP21.92x21.335x0.3375 3.25 0.00 0.0 23.1197 -8613 1248460 0.007 Pole Bending Design Data Section Elevation Size m- Ratio M'Y omy y Ratio No. m- M Y ft lb -ft lb ft $M- lb ft lb -ft $MY Ll 44-39(l) TP14.9x14x0.1875 24216 180788 0.134 0 180788 0.000 L2 39-34(2) TP15.8x14.9x0.1875 63844 203732 0.313 0 203732 0.000 L3 34-29(3) TP16.7x15.80.1875 105468 228045 0.462 0 228045 0.000 L4 29-24(4) TP17.6x16.70.1875 150324 253728 0.592 0 253728 0.000 L5 24-19(5) TP18.5x17.6x0.1875 195882 280782 0.698 0 280782 0.000 tnxTower Tower Engineering Job The Grange (BU 876994) Page 11 of 11 Project Date Professionals TEP No. 25461.251866 09:57:31 04/24/19 326 Tryon Road No. 44-39(l) Client Designed by Raleigh, NC 27603 Phone: (919) 661-6351 Crown Castle 182758 FAX: (919) 661-6350 L2 oun m Y g Section Elevation Size Mme, om_ Ratio M.Y om„y Ratio No. 44-39(l) TP14.9x14x0.1875 3617 141844 M- 324 182758 M„Y L2 ft TP15.8xl4.9x0.1875 lb ft lb ft 0Mu lb ft lb -ft OM., L6 19-14(6) TP19.4x18.5x0.1875 242078 306460 0.790 0 306460 0.000 L7 14-13.5(7) TP19.49x19.40.1875 246733 308991 0.799 0 308991 0.000 L8 13.5 - 13.25 (8) TPI 9.535x19.49x0.3563 249066 580363 0.429 0 580363 0.000 L9 13.25 - 8.25 (9) TP20.435x19.5350.35 296439 626045 0.474 0 626045 0.000 L10 8.25 - 3.25 (10) TP21.335x20.4350.3438 345446 672298 0.514 0 672298 0.000 L11 3.25-0(11) TP21.92x21.3350.3375 378138 698289 0.542 0 698289 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual V lb lb Ratio V 0V Actual T lb ft OT lb ft Ratio T OT Ll 44-39(l) TP14.9x14x0.1875 3617 141844 0.025 324 182758 0.002 L2 39-34(2) TP15.8xl4.9x0.1875 7506 150521 0.050 211 205802 0.001 L3 34-29(3) TP16.7x15.80.1875 8903 159197 0.056 190 230213 0.001 L4 29-24(4) TP17.6x16.70.1875 9051 167874 0.054 189 255992 0.001 L5 24-19(5) TP18.5xl7.6x0.1875 9186 176551 0.052 189 283138 0.001 L6 19-14(6) TP19.4x18.5x0.1875 9308 185228 0.050 189 311653 0.001 L7 14-13.5(7) TP19.49x19.40.1875 9328 186096 0.050 189 314579 0.001 L8 13.5 - 13.25 (8) TPI 9.535xl9.49x0.3563 9339 351315 0.027 189 590062 0.000 L9 13.25 - 8.25 (9) TP20.435x19.5350.35 9651 361461 0.027 186 635790 0.000 L10 8.25 - 3.25 (10) TP21.335x20.4350.3438 9962 371025 0.027 186 682058 0.000 L11 3.25-0(11) TP21.92x21.335x0.3375 10168 374539 0.027 186 707912 0.000 Program Version 8.0.5.0 - 11/28/2018 File:C:/Users/myoung/Desktop/tnx/876994-The Grange/876994_1724721_LC5.eri 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 8.0.5.0 April 24, 2019 CCI BU No 876994 Page 7 BUSINESS UNIT: 876994 TOWER ID: C_BASELEVEL (PROPOSED EQUIPMENT CONFIGURATION) (1) 5/8" TO 38 FT LEVEL (6) 7/8" TO 38 FT LEVEL (OTHER CONSIDERED EQUIPMENT (3) 7/8" TO 44 FT LEVEL 44 -ft Monopole Tower Structural Analysis Report TEP Project Number 25461.251866, Order 484136, Revision 0 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report - version 8.0.5.0 April24, 2019 CCI BU No 876994 Page 8 ASCE AMERICAN SOCIM OF CML ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Elevation: 5507.21 ft (NAVD 88) Risk Category: II Latitude: 39.760722 Soil Class: D - Stiff Soil Longitude: -105.141 Wind U � tt� Wind Speed: 115 Vmph "135 mph ultimate wind speed used per city's special wind region 10 -year MRI 76 Vmph 25 -year MRI Erctlmtlela-� - -- --_- _ N�,'h_�lenl I 96 Vmph rn I bvMn I I�•� I f h "y' _ ( 1 661f31 I Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear ----- - Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds 7homtcn 0.00143, MRI = 700 years). YYzstminster region as defined in ASCE/SEI 7-10 Section 26.2. Lake'.rcod conditions. 10 Pma- k Iv,Mn I j I»�Y. Wind P , Ar. ad _ - I Wind Speed: 115 Vmph "135 mph ultimate wind speed used per city's special wind region 10 -year MRI 76 Vmph 25 -year MRI Erctlmtlela-� - -- --_- _ N�,'h_�lenl I 96 Vmph rn I bvMn I I�•� I f h "y' _ ( 1 661f31 I Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear ----- - Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds 7homtcn 0.00143, MRI = 700 years). YYzstminster region as defined in ASCE/SEI 7-10 Section 26.2. Lake'.rcod conditions. Pma- k Iv,Mn P , Ar. ad _ - I Results: Wind Speed: 115 Vmph "135 mph ultimate wind speed used per city's special wind region 10 -year MRI 76 Vmph 25 -year MRI R:I ea( Ridpc r . 50 -year MRI 90 Vmph 100 -year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of Oenver Date Accessed: Tue Apr 23 2019 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Lake'.rcod conditions. Pma- k Iv,Mn I j I»�Y. Ktl r['6) lr, r Engl NOGtl `c � f,M NIII APa �EI_EF Lltllelon ` AUY, l ' Results: Wind Speed: 115 Vmph "135 mph ultimate wind speed used per city's special wind region 10 -year MRI 76 Vmph 25 -year MRI 84 Vmph 50 -year MRI 90 Vmph 100 -year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Tue Apr 23 2019 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https:/Iasce7hazardtool.online/ Page 1 of 3 Tue Apr 23 2019 -ASCE' AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil awe,. 030 0.20 018 � Results: 0-16 +� 020 0 0.14 0.12 Ss 0.194 SDS 0.206 S, 0.06 SD1 0.097 Fa 1.6 TL 4 F„ 2.4 PGA: 0.1 SMS 0.31 PGA m: 0.159 S M, 0.145 F PGA 1.6 ASCE/SEI 7-10 Ch. 21 are available from USGS. le : 1 Seismic Design Category B 035 MCER Response Spectrum 022 Design Response Spectrum awe,. 030 0.20 018 � 0.25 0-16 +� 020 0 0.14 0.12 r, 0.15 0.10 0.08 0.10 0.06 0.05 0.04 I � 0.02 0 0 f 0 1 Sa(9) vS T(S) 3 5 0 1 Sa(g) vs T(S) 3 4 Data Accessed: Tue Apr 23 2019 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. hftps:Hasce7hazardtool.online/ Page 2 of 3 Tue Apr 23 2019 5 E� AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 0.00 in. 5F 50 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Tue Apr 23 2019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. In the mountain west, ice thicknesses may exceed the mapped values in the foothills and passes. However, at elevations above 5,000 ft, freezing rain is unlikely. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3 -second gust speeds, for a 50 -year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Tue Apr 23 2019 GCopda per TIA-222- H Site BU: 876994 Work Order: 1724721 Pnln /-nnma*— 0CROWN v CASTLE ................... Copyright ©2019 Crown Castle Pole Height Above Lap Splice Length Bottom Diameter Base (ft) Section Length (ft) (ft) Number of Sides Top Diameter (in) (in) Wall Thickness (in) Bend Radius (in) Pole Material 1 44 44 0 18 14 21.92 0.1875 Auto A607-60 Reinforcement Configuration Reinforcement Details Mpole - version 4.4.0 Page 1 Analysis Date: 4/24/2019 Bottom Top Pole Face to Termination Termination Reinforcement B (in) H (in) Gross Area (in) Centroid (in) Length (in) Length (in) L. (in) Net Area (int) Bolt Hole Size (in) Material 1 4 0.75 3 0.375 n/a 18.000 16.000 2.063 1.1875 A572-65 Mpole - version 4.4.0 Page 1 Analysis Date: 4/24/2019 TNX Geometry Input Increment (ft): 5 Mpole - version 4.4.0 Page 2 Analysis Date: 4/24/2019 Section Height (ft) Lap Splice Length Section Length (ft) (ft) Number of Sides Top Diameter (in) Bottom Diameter (in) Wall Thickness (in) Tapered Pole Grade Weight Multiplier 1 44 - 39 5 18 14.000 14.900 0.1875 A607-60 1.000 2 39 - 34 5 18 14.900 15.800 0.1875 A607-60 1.000 3 34 - 29 5 18 15.800 16.700 0.1875 A607-60 1.000 4 29 - 24 5 18 16.700 17.600 0.1875 A607-60 1.000 5 24 - 19 5 18 17.600 18.500 0.1875 A607-60 1.000 6 19 - 14 5 18 18.500 19.400 0.1875 A607-60 1.000 7 14 - 13.5 0.5 18 19.400 19.490 0.1875 A607-60 1.000 8 13.5 - 13.25 0.25 18 19.490 19.535 0.35625 A607-60 0.946 9 13.25 - 8.25 5 18 19.535 20.435 0.35 A607-60 0.943 30 8.25 - 3.25 5 18 20.435 21.335 0.34375 A607-60 0.942 111 3.25 - 0 3.25 18 21.335 21.920 0.3375 A607-60 0.949 Mpole - version 4.4.0 Page 2 Analysis Date: 4/24/2019 TNX Section Forces Increment (ft): 5 TNX Output Section Height (ft) Pu (K) Mux (kip - ft) Vu (K) 1 44 - 39 2.09 24.22 3.62 2 39 - 34 4.87 63.84 7.51 3 34 - 29 6.24 105.47 8.90 4 29 - 24 6.53 150.32 9.05 5 24 - 19 6.85 195.88 9.19 6 19 - 14 7.20 242.08 9.31 7 14 - 13.5 7.24 246.73 9.33 8 13.5 - 13.25 7.27 249.07 9.34 9 13.25 - 8.25 7.76 296.44 9.65 10 8.25 - 3.25 8.27 345.45 9.96 111 3.25 - 0 1 8.611 378.14 10.17 CClpole - version 4.4.0 Page 3 Analysis Date: 4/24/2019 Analysis Results CClpole - version 4.4.0 Page 4 Analysis Date: 4/24/2019 Component Elevation (ft) Type Size Critical Element F-/. Capacity Pass / Fail 44-39 Pole TP14.9x14x0.1875 Pole 13.1% Pass 39 - 34 Pole TP15.8x14.9x0.1875 Pole 30.6% Pass 34-29 Pole TP16.7x15 8x0.1875 Pole 45.0% Pass 29-24 Pole TP17.6x16.7x0.1875 Pole 57.3% Pass 24-19 Pole TP18.5x17.6x0.1875 Pole 67.3% Pass 19-14 Pole TP19.4x18.5x0.1875 Pole 76.2% Pass 14-13.5 Pole -- TP19.49x19.4x0.1875 — Pole 77.0% Pass t 13.5-13.25 Pole + Reinf. TP19.535x19.49x0.3563 Reinf. 1 Tension Rupture 69.7% Pass 13.25-8.25 Pole + Reinf. TP20.435x19.535x0.35 Reinf. 1 Tension Rupture 77.3% Pass 8.25-3.25 Pole + Reinf. TP21.335x20.435x0.3438 Reinf. 1 Tension Rupture 84.2% Pass 3.25-0 Pole + Reinf. TP21.92x21.335x0.3375 Reinf. 1 Tension Rupture 88.3% Pass __. Summary Pole 77.0% Pass Reinforcement 88.3% Pass Overall 88.3% Pass CClpole - version 4.4.0 Page 4 Analysis Date: 4/24/2019 Additional Calculations Section Elevation (ft) Moment of Inertia (in 4) Pole Reinf. Total Area (int) % Capacity* Pole Reinf. Total Pole R1 44-39 239 n/a 239 8.76 n/a 8.76 13.1% 39-34 286 n/a 286 9.29 n/a 9.29 30.6% 34-29 338 n/a 338 9.83 n/a 9.83 45.0% 29-24 397 n/a 397 10.36 n/a 10.36 57.3% 24-19 462 n/a 462 10.90 n/a 10.90 67.3% 19-14 533 n/a 533 11.43 n/a 11.43 76.2% 14-13.5 541 n/a 541 11.49 n/a 11.49 77.0% 13.5-13.25 544 469 1013 11.51 9.00 20.51 41.1% 69.7% 13.25-8.25 624 511 1135 12.05 9.00 21.05 46.1% 77.3% 8.25-3.25 711 555 1266 12.58 9.00 21.58 50.9% 84.2% 3.25-0 771 584 1356 12.93 9.00 21.93 1 53.8% 88.3% wore: aectlon capacity cnecKea in b aegree increments. Rating per TIA-222-H Section 15.5. CClpole - version 4.4.0 Page 5 Analysis Date: 4/24/2019 Monopole Base Plate Connection BU # 876994 Site Name The Grange Order# 484136 Rev. Analysis Considerations TIA-222 Revision H Grout Considered: No I., (in) 1 2.375 Applied Loads Moment (kip -ft) 378.14 Axial Force (kips) 8.62 Shear Force (kips) 10.16 'TIA-222-H Section 15.5 Applied Anchor Rod Data (4) 2-1/4" 4 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 29" BC Base Plate Data 26" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Stiffener Data N/A Pole Data 21.92" x 0.1875" 18 -sided pole (A607-60; Fy=60 ksi, Fu=75 ksi) CCROWN � v CASTLE Anchor Rod Summary (units of kips, kip -in) Pu_c = 158.24 (�Pn_c = 243.75 Stress Rating Vu = 2.54 4)Vn = 73.13 65.9% Mu = 3.92 4)Mn = 94.7 Pass Base Plate Summary Max Stress (ksi): 37.72 (Flexural) Allowable Stress (ksi): 45 Stress Rating: 79.8% Pass CClplate -version 3.6.0 Analysis Date: 4/24/2019 Pier and Pad Foundation B U #:[4,84136 76994 6 Site Name:he Grange App. Number: Rev. 0 TIA-222 Revision: H Top & Bot. Pad Rein. Different?: f Tower Type: I Monopole Block Foundation?: f - Superstructure Analysis Compression, Pc_p Reactions 8.621 kips Base Shear, Vu_comp: 10.161 kips Pier Rebar Size, Sc: 11 Pier Rebar Quantity, mc: 12 Pier Tie/Spiral Size, St: 5 Moment, M.: 378.138 ft -kips Tower Height, H: 44 Ift Neglected Depth, IN: 4.17 ft BP Dist. Above Fdn, bpd;,,: 4.625 lin PropertiesPier Pier Shape: Square Pier Diameter, dpier: 5 ft Ext. Above Grade, E: 0.5 ft Pier Rebar Size, Sc: 11 Pier Rebar Quantity, mc: 12 Pier Tie/Spiral Size, St: 5 Pier Tie/Spiral Quantity, mt: 12 Pier Reinforcement Type: Tie Pier Clear Cover, ccp1ef: 3 in • Properties Bottom of Pad Depth, D: 8.5 ft Pad Width, W: 10.5 ft Pad Thickness, T: 4 ft Pad Rebar Size (Bottom), Sp: 11 Pad Rebar Quantity (Bottom), mp: 11 Pad Clear Cover, ccpad 3 In PropertiesMaterial Rebar Grade, Fy: 60 ksi Concrete Compressive Strength, F'c: 3 ksi Dry Concrete Density, 6c: 150 pcf Soil Properties Total Soil Unit Weight, y: 100 pcf Ultimate Net Bearing, Qnet: 7.000 ksf Cohesion, Cu: 1.000 ksf Friction Angle, rp: Lateral (Sliding) (kips) degrees SPT Blow Count, NN-: 8.6% Pass Base Friction, /z: 0.3 4.44 Neglected Depth, IN: 4.17 ft Foundation Bearing on Rock? No 89.5°% Groundwater Depth, gw: N/A ft Version 3.2.0 to AL Foundation Capacity Demand Rating* Check Lateral (Sliding) (kips) 112.90 10.16 8.6% Pass Bearing Pressure (ksf) 5.89 4.44 75.4% Pass Overturning (kip*ft) 529.21 473.50 89.5°% Pass Pier Flexure (Comp.) (kip*ft) 2025.82 428.94 20.2°% Pass Pier Compression (kip) 11934.00 31.12 0.2% Pass Pad Flexure (kip*ft) 3187.85 144.62 4.3% Pass Pad Shear - 1 -way (kips) 443.94 0.00 0.0% Pass Pad Shear - 2 -way (Comp) (ksi) 0.164 0.000 0.0% Pass Flexural2-way(Comp) (kip*ft) 6375.71 257.37 3.8% Pass 'Rating per TIA-222-H Section 15.5 Soil Rating*:j 89.5% Structural Rating*: 1 20.2% Per T- BILE SITE NUMBER: T -MOBILE SITE NAME: SITE TYPE: TOWER HEIGHT: SITE INFORMATION T •lu����.s• DN03043 BUSINESS UNIT #: SPRINT_YOUNGFIELD SITE ADDRESS: MONOPOLE COUNTY: 44 FT. JURISDICTION: CROWN CASTLE USA INC. SITE NAME: THE GRANGE SITE ADDRESS: 12700 W 32ND AVE WHEAT RIDGE, CO 80033 COUNTY: JEFFERSON MAP/PARCEL #: 211886 AREA OF CONSTRUCTION: EXISTING LATITUDE: 39.45' 38.60" LONGITUDE: -105° 8'27.60" LATAONG TYPE: NAD83 GROUND ELEVATION: 5528 FT. CURRENT ZONING: t tcode tlr t?AIVAGER JURISDICTION: CITY OF WHEAT RIDGE, CO OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER: SWA WHEAT RIDGE LLC (1) TOWER OWNER: CROWN CASTLE INC. ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE 2000 CORPORATE DRIVE CONTACT: CANONSBURG, PA 15317 CROWN CASTLE USA INC. MICH ELLE.STIFLER@T-MO BILE.COM APPLICATION ID: ---- CARRIER/APPLICANT: T -MOBILE 18400 E 22ND AVENUE AURORA, CO 80011 ELECTRIC PROVIDER: XCEL ENERGY PROVIDER: tOF 11,ATELCO CF���C�'MtN! APPROVED T -MOBILE PROJECT: T -MOBILE 600 MHZ PR C TE A&E FIRM: P.M S E vvr C-1.2 68 miner C-1.3 HOUSTON, T rpyp! o or opp C-2 713-677-0964 ispAr[e of o per'n o rmt for, a on op0►ow CROWN CASTLE USA �t p 116&WF6f9SIE. "0 p C1tY a INC. DISTRICT ENG 4(& �,$Jjb 3 of the building r cancel the Prm CONTACTS: t tcode tlr t?AIVAGER G-1 GR RrtR rlpt bt yp1iQ G-2 GR .STEIN10I jjMtWA84L4.WIPlI (720F493%� G-3 WALT RAYPOLE - CONSTRUCTION MANAGER WALT.RAYPOLE@CRO W N CASTLE.COM 719-466-9629 NICK CHAPMAN - A&E SPECIALIST NICK.CHAPMAN @CRO W NCASTLE.0 OM ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE (925) 737-1047 CONTACT: MICHELLE STEFFLER MICH ELLE.STIFLER@T-MO BILE.COM T -MOBILE PROJECT: T -MOBILE 600 MHZ PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER • REMOVE (6) ANTENNAS • REMOVE (3) T -ARMS • INSTALL (1) PLATFORM MOUNT • INSTALL (3) RRUS I Iz1N_4AL6,49) ANTENNAS atpREMOVE (1) LARGE COVP REMOVE (1) LOW CAP HYBIRD is spBE P") COAX RUNS ort; jjh tb) FRLB mss, PWMN1 1 of the eu aq DESIGN PACKAGE BASED ON THE APPLICATION ID: 3.1 REVISION: 3/5/2019 NOTES: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT 800-788-7011 & CROWN CONSTRUCTION MANAGER ® CALL COLORADO ONE CALL (800) 922-1987 p CALL 3 WORKING DAYS u BEFORE YOU DIG! Reviewed for Zoning Compliance by the ,t i# City of Wheat Ridge Pianeing Division0.O APPROVED 876 9 94ev: SceT` (�L.-rtk-e 12700 W 32ND jb%AI EWHEAT RIDGE, CO 80033 ++ �b... JEFFERSt; CITY OF WHEAT RIDGE, CO LOCATION MAP a D 132nd A-. Li 0 N! 32nd Ave s FlrstBank ? U El { V11algreens 4 n Maple Grove Grange m W 3151 Ave W 31-1 Ave c El W 31 s1 Aw DRIVING DIRECTIONS FROM T -MOBILE LOCAL OFFICE (18400 E. 22ND AVE, AURORA, CO): TURN LEFT (NORTH) ONTO CO -32 [TOWER RD]. TURN LEFT (WEST) ONTO LOCAL ROAD(S). TAKE RAMP ONTO 1-70 [US -36). AT EXIT 279, TAKE RAMP (RIGHT) ONTO 1-270 [US -361. AT EXIT 0, TAKE RAMP (RIGHT) ONTO 1-25 [US -87] TOWARD N / FT COLLINS. AT EXIT 265, TURN RIGHT ONTO RAMP HARMONY ROAD. ROAD NAME CHANGES TO LOCAL ROAD(S). TURN LEFT (WEST) ONTO COUNTY ROAD 38E [E HARMONY RD). TURN RIGHT (NORTH) ONTO US -287 IS COLLEGE AVE] AND FOLLOW TO THE SITE. APPLICABLE CODES/ REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING nQ16 BC ZOiZ gC MECHANICAL 24111 MC z01?_ Me— ELECTRICAL .21 NEC eat-) Ke REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: BY OTHERS MOUNT ANALYSIS: BY OTHERS 2323 DELGANY STREET DENVER, CO 80216 CCROWN CCASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 ;Iy� A0 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE EXISTING 44 FT. MONOPOLE V IC/'-'lYY I IV V I IY V GA SHEET # T-1 T-2 C-1.1 SHEET DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN C-1.2 EXISTING AND FINAL EQUIPMENT LAYOUTS C-1.3 FINAL EQUIPMENT LAYOUTS C-2 EXISTING AND FINAL ELEVATIONS C-3 ANTENNA PLAN AND SCHEDULE C-4 EQUIPMENT SPECIFICATIONS C-5 RFDS G-1 ANTENNA AND UTILITY FRAME GROUNDING DETAILS G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER • REMOVE (6) ANTENNAS • REMOVE (3) T -ARMS • INSTALL (1) PLATFORM MOUNT • INSTALL (3) RRUS I Iz1N_4AL6,49) ANTENNAS atpREMOVE (1) LARGE COVP REMOVE (1) LOW CAP HYBIRD is spBE P") COAX RUNS ort; jjh tb) FRLB mss, PWMN1 1 of the eu aq DESIGN PACKAGE BASED ON THE APPLICATION ID: 3.1 REVISION: 3/5/2019 NOTES: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT 800-788-7011 & CROWN CONSTRUCTION MANAGER ® CALL COLORADO ONE CALL (800) 922-1987 p CALL 3 WORKING DAYS u BEFORE YOU DIG! Reviewed for Zoning Compliance by the ,t i# City of Wheat Ridge Pianeing Division0.O APPROVED 876 9 94ev: SceT` (�L.-rtk-e 12700 W 32ND jb%AI EWHEAT RIDGE, CO 80033 ++ �b... JEFFERSt; CITY OF WHEAT RIDGE, CO LOCATION MAP a D 132nd A-. Li 0 N! 32nd Ave s FlrstBank ? U El { V11algreens 4 n Maple Grove Grange m W 3151 Ave W 31-1 Ave c El W 31 s1 Aw DRIVING DIRECTIONS FROM T -MOBILE LOCAL OFFICE (18400 E. 22ND AVE, AURORA, CO): TURN LEFT (NORTH) ONTO CO -32 [TOWER RD]. TURN LEFT (WEST) ONTO LOCAL ROAD(S). TAKE RAMP ONTO 1-70 [US -36). AT EXIT 279, TAKE RAMP (RIGHT) ONTO 1-270 [US -361. AT EXIT 0, TAKE RAMP (RIGHT) ONTO 1-25 [US -87] TOWARD N / FT COLLINS. AT EXIT 265, TURN RIGHT ONTO RAMP HARMONY ROAD. ROAD NAME CHANGES TO LOCAL ROAD(S). TURN LEFT (WEST) ONTO COUNTY ROAD 38E [E HARMONY RD). TURN RIGHT (NORTH) ONTO US -287 IS COLLEGE AVE] AND FOLLOW TO THE SITE. APPLICABLE CODES/ REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING nQ16 BC ZOiZ gC MECHANICAL 24111 MC z01?_ Me— ELECTRICAL .21 NEC eat-) Ke REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: BY OTHERS MOUNT ANALYSIS: BY OTHERS 2323 DELGANY STREET DENVER, CO 80216 CCROWN CCASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 ;Iy� A0 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE EXISTING 44 FT. MONOPOLE O �•P �a� a�Rey lrFo 0053529 SSS/ONAI- 5/08119 liI$ A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM19-048 SHEET NUM1 RC T - REVISION: ISSUED FOR: REV DATE DRWN DESCRIPTION DES./OA 0 05/08/2019 SM FINALS SA O �•P �a� a�Rey lrFo 0053529 SSS/ONAI- 5/08119 liI$ A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM19-048 SHEET NUM1 RC T - REVISION: SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK TO COMPLY WITH OAS -STD -10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF TIA 1019 "STANDARD FOR INSTALLATION ALTERATION. AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS:' 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. i. IF NECESSARY, RUBBISH, STUMPS. DEBRIS. STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 6. ALL EXISTING INACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. B. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 3. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 14, ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO. ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL. STATE. AND LOCAL REGULATIONS: AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED, ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN STANDARD CED -STD -10253 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE ANSI/TIA-322 (LATEST EDITION). STRUCTURAL STEEL NOTES. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE. A. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S 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 CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. CONCRETE AND REINFORCING STEEL NOTES: I . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. a. 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 8 WWF ...................1 1/2 IN, CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALLS................................3141N. BEAMS AND COLUMNS ........................1 1/2 IN. 5, A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. MASONRY NOTES: HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90. GRADE N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) SHALL BE 1500 PSI. 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP.'S" MORTAR AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 3, GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 4, CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. �. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL GROUT IS FULLY CURED. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) CARRIER- TWOBILE TOWER OWNER- CROWN CASTLE USA INC. OEM ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE USA INC. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES ORDINANCES AND APPLICABLE REGULATIONS. a. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. 'KITTING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR, ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT. POWER AND TI CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. 0. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTORS EXPENSE TO THE SATISFACTION OF O WRIER. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 2. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. ABBREVIATIONS AND SYMBOLS: ABBREVIATIONS: SYMBOLS AGE ABOVE GRADE LEVEL 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING SOLID GROUND BUS BAR BTS BASE TRANSCEIVER STATION CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND CROWN El EXISTING S N SOLID NEUTRAL BUS BAR VIT . MINIMUM CONDUIT CLAMPS. CHANDLER, AZ 85286 REF REFERENCE CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN SUPPLEMENTAL GROUND CONDUCTOR RF I.B.D. RADIO FREQUENCY TO BE DETERMINED °��°� 2 -POLE THERMAL -MAGNETIC CIRCLIT i. B. R. TO BE RESOLVED BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 6 AWG BREAKER TYP TYPICAL FOR OUTDOOR BTS. 6801 PORTWEST DR. STE 100, REQ REQUIRED o o SINGLE -POLE THERMAL -MAGNETIC EGR EQUIPMENT GROUND RING CIRCUIT BREAKER AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BAR CHEMICAL GROUND ROD EG EQUIPMENT GROUND BCW BARE COPPER WIRE ® TEST WELL SIAD SMART INTEGRATED ACCESS DEVICE GEN GENERATOR =)j DISCONNECT SWITCH IGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION METER EXOTHERMICWELD (CADWELD) (UNLESS OTHERWISE NOTED) MECHANICAL CONNECTION - GROUNDING WIRE ELECTRICAL INSTALLATION NOTES: I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL. STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE USA INC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS). GROUNDING AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. ALLELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (# 14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2. CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET 8 DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (46 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR TEI GREEN INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET AND DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 2. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE 1# 14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET AND DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75° C (90° C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMEIALUC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC. SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/901 AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TRE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 21. W IREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS: SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER(. 22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND AS HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE. MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE. PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE RON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 23. EQUIPMENT CABINETS, TERMINAL BOXES. JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL: SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1: AND RATED NEMA I (OR BETTER( INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2: AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW'T-MOBILE'. 29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GREENFIELD GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 811 FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. DESCRIPTION 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING WIRE COLOR AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF LEG I LEG 2 CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND CROWN PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALT BE GROUNDED AND MADE ELECTRICALLY CASTLE cc CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE G DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE 2055 S. STEARMAN DRIVE CONDUIT CLAMPS. CHANDLER, AZ 85286 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC. SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. Pm 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 6 AWG PHASE STRANDED COPPER OR LARGER FOR INDOOR BTS: 42 AWG SOLID TINNED COPPER P. MARSHALL 8 ASSOCIATES FOR OUTDOOR BTS. 6801 PORTWEST DR. STE 100, 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK HOUSTON, TX 77024 TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. OFFICE 713-677-0964 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13, COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES. AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 142 AWG TIN-PLATED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED SOUD IN 3/4" UQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3' TO 6' OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SIUCONE CAULK. (ADD TRANSITIONING GROUND NEC INSULATOR COLOR CODE DESCRIPTION PHASE/CODE LETTER WIRE COLOR 240/12010 LEG I LEG 2 BLACK RED AC NEUTRAL N WHITE GROUND (EGC) G GREEN VDC POS . 'RED -POLARITY MARK AT TERMINATION VDC NEG 'BLACK -POLARITY MARK AT TERMINATION 240V OR 208V. 30 PHASE A BLACK PHASE 8 RED(ORG. IF HI LEG) PHASE BLUE 48OV, 30 PHASEA BROWN PHASE B ORANGE PHASE YELLOW SEE NEC 210.5(C)11) AND (2) r ISSUED FOR: DATE DRIVN l J 0 r W 32ND AVE / APPROXIMATE LOCATION OF IEl PROPERTY LWE I I I I 0 I. ID z I° I0 � (E) PARKING Ix I° APN:39-293-04-016 I I I I 2323 DELGANY STREET APPROXIMATE LOCATION OF (E) PROPERTY LINE I L CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 ------------- I I 6801 PORTWEST DR. STE 100, I} to OFFICE 713-677-0964 Iw IZ DN03043 O Iu I° to I L — —— SITEPLAN SCALE:. aoo IFuusrze; N _ 0 3d I'�EO'-0"111x1]1 :1 CROWN CASTLE QUIPMENT :OMPOUND SEE SHEET C-I.I FOR ENLARGED PLAN SITE PHOTOS , SCALE: NTS NOTE: THIS SHEET HAS BEEN PRODUCED USING INFORMATION PROVIDED BY OTHERS. oz • Mobile 2323 DELGANY STREET DENVER, CO 80216 CCCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA C 05/08/2019 SM FINALS SA Or VVhL Rid Buildi �9 Diviso O�p00 L/OF o. ^`9tis 0053529 SSTONALEN OSIOBn9 ITIS A VIOLATION OF LAW FOR ANY PERSO[ I UNLESS THEY ARE ACTING UNDER THE DIREC 11011 OFA LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOC.MENf_ PROJECT NUMBER: 4CTM 19-048 SHEET NUMBER: REVISION: C_ 1.1 0 (E) CHAIF i i I (E (E) UTILITY H -FRAME 'i BY OTHERS 1 EXISTING EQUIPMENT LAYOUT PLAN SCALE: S 9. l m srzz; N =61 ] T -MOBILE CABLE TRAY IE) i -MOBILE FEET) INES: (6) (7/8') COAX CABLES TO BE REMOVED (1) LOW CAP HYBIRD TO BE REMOVED NOTE: THIS SHEET HAS BEEN PRODUCED 'I INFORMATION PROVIDED BY OIH,S. OZ • •Mobne I] 2323 DELGANY STREET DENVER, CO 80216 �. CROWN CASTLE 2055S i 055S. STEARMAN DRIVE CHANDLER, AZ 85286 P7, O O P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE ISSUED FOR: REV I DATE DRWN DESCRIPTION DES./QA 0 05/09/2019 SM FINALS SA Wheat Ridge pD0 l/0 D;.aa�r aqR F,T,P 0053529 �`rs/ONAUE�G 0v0ens ITIS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTIOr� OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM 19-048 SHEETNUMB ER: REVISION: C-1.2 0 EQUIPMENT NOTE: REMOVE (1) LARGE COVP REMOVE (S) FRLB ADD I I) HCS 2.0 ADD 12) AMOS UNITS ADD Ii) ASIA FOR L2100/L1900/L700/L600 IN An ADD (2) ASIA FOR L21001N AMOB ADD (I) ASIA FOR L 1900/1.700/1.600 IN AMOS ADD I I) ASKFOR N600(DARK) IN AMOS ADD III ABIL FOR N600(DARK) IN AMOB (E) CHAIN (E) UTILITY H -FRAME Y7 / )3 i I II I I I i I Sy OTHERS / 1 \ FINAL EQUIPMENT LAYOUT PLAN SCALE:,LI�, =3'-0ruI-1-sITE1 N (N) (2) 2' CONDUITS AND OC CIRCUITS FOR NEW MODULES DBILE CABLE TRAY MOBILE FEEDLINES: i 2.0 3 EXISTING ROUTE T • •Mobile ii 2323 DELGANY STREET DENVER, CO 80216 CROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 0 , P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: D N 03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE 1�e. od9e �pDO :ICF �` P�oa eq SAO 0053529 FSSTONAI ENG\ 5108119 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM 19-048 SHEET NUMBER: REVISION: NOTE: C-1 THIS SHEET HAS BEEN PRODUCED USING O3o INFORMATION PROVIDED BY OTHERS. v 1 EXISTING ELEVATION SCALE: OOC /— 1 FINAL ELEVATION L SCALE: NOT TO SCALE it w 2323 DELGANY STREET DENVER, CO 80216 CCCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 [Aj� MO P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE r ISSUED FOR:, REV I DATE ®� CRY Wvieat Ridge pivis pPP�� L«F BA,j% �0 0053529 P � .�� F`s`SIONALEaG� 5I05H9 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM19-048 SHEET NUMBER: REVISION: C-2 0 ANTENNA PHOTO: NOTE: ANTENNA NOT SHOWN FOR CLARITY 1 ANTENNA & RRU MOUNTING DETAIL `� SCALE: NOT TO SCALE NEW RRU RRU MOUNTING PLATE MOUNT BRACKET OF 2) (N) T -MOBILE RRUS NOKIA/ALOHA (3 TOTAL, 1 PER SECTOR) (N) T -MOBILE PLATFORM MOUNT PERFECT 10 PV - EPP TO BE INSTALLED (E) RRUS (I TOTAL) NOKIA/FRIG (3 TOTAL. I PER SECTOR) IN) T -MOBILE ANDREW - HBXX-6517DS-A2M (QUAD) (6 TOTAL. I PER SECTOR) - (N) T -MOBILE COMSCOPE HCS 2.0 JUNCTION BOX (I TOTAL) 1 (ALPHA) 12 340° AZIMUTH (E) RRUS NO KIA/FHFB (3 TOTAL. I PER SECTOR) 63 (BETA) 100. AZIMUTH (E) T -MOBILE TMA COMMSCOPE STYLE 3 B2 TMAT1921878-21A (E15ZOTP33) (3 TOTAL, I PER SECTOR) - (N) T -MOBILE COMSCOPE FFHH-65C-R3 (3 TOTAL. 1 PER SECTOR) NEW ANTENNA LAYOUT SCALE: NOT TO SCALE N E) T -MOBILE IMA COMMSCOPE STYLE 3 (E) RRUS TMAT1921 B78-21 A (E15ZD1 P33) NOKIA/FRIG (3 TOTAL, 1 PER SECTOR) (3 TOTAL. 1 PER SECTOR) TO REMAIN TO REMAIN / / NEW RRU A2 / POS. TECHNOLOGY MANUFACTURER/ (E) T -MOBILE T -ARM ANTENNA ANTENNA (ALPHA) MOUNT (3 TOTAL, 1 PER SECTOR( TOWER MOUNTED 340" A/IMUTH TO BE REMOVED AT Cl / PLT TILT EQUIPMENT 82 ALPHA A3 L2100 IGAMMA) 40'-0" 340° 220° AZIMUTH 0° E) RRUS NOKIA/FHFB (3 TOTAL, 1 PER SECTOR) TO REMAIN (BETA( ALPHA A2 100° AZIMUTH (E) ANDREW-SBNHH-I D65C-SR (HEX) 40'-0" 340° (3 TOTAL. I PER SECTOR) 0° (E) ANDREW-TMZXXX-6516-A3M(HEX) TO BE REMOVED ANDREW -(3) ALPHA Al L1900 40'-0" 340° 0" 0" (3 TOTAL. I PER SECTOR) TO BE REMOVED C2 B EXISTING ANTENNA LAYOUT 1SCALE: NOT TO SCALE N ANTENNA PHOTO: NOTE: ANTENNA NOT SHOWN FOR CLARITY 1 ANTENNA & RRU MOUNTING DETAIL `� SCALE: NOT TO SCALE NEW RRU RRU MOUNTING PLATE MOUNT BRACKET OF 2) (N) T -MOBILE RRUS NOKIA/ALOHA (3 TOTAL, 1 PER SECTOR) (N) T -MOBILE PLATFORM MOUNT PERFECT 10 PV - EPP TO BE INSTALLED (E) RRUS (I TOTAL) NOKIA/FRIG (3 TOTAL. I PER SECTOR) IN) T -MOBILE ANDREW - HBXX-6517DS-A2M (QUAD) (6 TOTAL. I PER SECTOR) - (N) T -MOBILE COMSCOPE HCS 2.0 JUNCTION BOX (I TOTAL) 1 (ALPHA) 12 340° AZIMUTH (E) RRUS NO KIA/FHFB (3 TOTAL. I PER SECTOR) 63 (BETA) 100. AZIMUTH (E) T -MOBILE TMA COMMSCOPE STYLE 3 B2 TMAT1921878-21A (E15ZOTP33) (3 TOTAL, I PER SECTOR) - (N) T -MOBILE COMSCOPE FFHH-65C-R3 (3 TOTAL. 1 PER SECTOR) NEW ANTENNA LAYOUT SCALE: NOT TO SCALE N (E) ANTENNA MOUNTING BRACKET O ANTENNA O (E) ANTENNA / NEW RRU SECTOR POS. TECHNOLOGY MANUFACTURER/ RAD CENTER ANTENNA MECH. ELECT. TOWER MOUNTED (E) ANTENNA MOUNTING ANTENNA MODEL BRACKET / ANTENNA PHOTO: NOTE: ANTENNA NOT SHOWN FOR CLARITY 1 ANTENNA & RRU MOUNTING DETAIL `� SCALE: NOT TO SCALE NEW RRU RRU MOUNTING PLATE MOUNT BRACKET OF 2) (N) T -MOBILE RRUS NOKIA/ALOHA (3 TOTAL, 1 PER SECTOR) (N) T -MOBILE PLATFORM MOUNT PERFECT 10 PV - EPP TO BE INSTALLED (E) RRUS (I TOTAL) NOKIA/FRIG (3 TOTAL. I PER SECTOR) IN) T -MOBILE ANDREW - HBXX-6517DS-A2M (QUAD) (6 TOTAL. I PER SECTOR) - (N) T -MOBILE COMSCOPE HCS 2.0 JUNCTION BOX (I TOTAL) 1 (ALPHA) 12 340° AZIMUTH (E) RRUS NO KIA/FHFB (3 TOTAL. I PER SECTOR) 63 (BETA) 100. AZIMUTH (E) T -MOBILE TMA COMMSCOPE STYLE 3 B2 TMAT1921878-21A (E15ZOTP33) (3 TOTAL, I PER SECTOR) - (N) T -MOBILE COMSCOPE FFHH-65C-R3 (3 TOTAL. 1 PER SECTOR) NEW ANTENNA LAYOUT SCALE: NOT TO SCALE N ANTENNA SCHEDULE SCALE: NOT TO SCALE VTN Ejlp • •MCbh5a 2323 DELGANY STREET DENVER, CO 80216 (;cCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 0 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE ISSUED FOR: DATE I DRWN DESCRIPTION DES./( 05/08/20191 SM I FINALS SA Wheat Ridge .Building Divisor �ypDO L/CF D.P�OHEI BAR 9�'f�0 0053529 FSS/ONA` 05108119 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM 19-048 SHEET NUMBER: REVISION: C-3- 0 ANTENNA SCHEDULE )VERIFY WITH CURRENT RFDS) ANTENNA SECTOR POS. TECHNOLOGY MANUFACTURER/ RAD CENTER ANTENNA MECH. ELECT. TOWER MOUNTED FEEDLINE TYPE ANTENNA MODEL AZIMUTH PLT TILT EQUIPMENT ALPHA A3 L2100 ANDREW - 40'-0" 340° 0° 0° HBXX-6517DS-A2M L700/1.2100/L600/G 1900/ COMMSCOPE ALPHA A2 N600 FFHH.6SC-R3 40'-0" 340° 0° 0° NOKIA AHLOA (I) 2.0 JUNCTION BOX (I) 2.0 HYBRID CABLE ANDREW -(3) ALPHA Al L1900 40'-0" 340° 0" 0" HB%X 65I7DS A2M (3) FHFB 13) FRIG BETA B3 L2100 ANDREW- 40'-0" 100° 0" 0" HBXX-6517[)S-A2M L700/U2100/L600/G 1900/ COMMSCOPE BETA B2 N600 FFHH-65C-R3 40'-0" 100" 0" 0" BETA Bl L1900 ANDREW - 40'-U' 100" 0" 0" HBXX-6517DS-A2M GAMMA C3 L2100 ANDREW - 40'_0' 220^ 0^ 0" HBXX-6517D5-A2M GAMMA C2 L700/U2100/L600/GI900/ COMMSCOPE 40'-0' 220" 0° 0° N600 FFHH-65C-R3 GAMMA C1 L1900 ANDREW - 40'-U' 220° 0° 0° HB%X-6517DS-A2M ANTENNA SCHEDULE SCALE: NOT TO SCALE VTN Ejlp • •MCbh5a 2323 DELGANY STREET DENVER, CO 80216 (;cCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 0 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE ISSUED FOR: DATE I DRWN DESCRIPTION DES./( 05/08/20191 SM I FINALS SA Wheat Ridge .Building Divisor �ypDO L/CF D.P�OHEI BAR 9�'f�0 0053529 FSS/ONA` 05108119 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM 19-048 SHEET NUMBER: REVISION: C-3- 0 MANUFACTURER: ANDREW MODEL: HB70C-651701-A-(QUAD) DIMENSIONS, HxW.D.m: 75.0X12.0'16. W EIGHT: 40.80 LBS NEW ANTENNA B PART # AMP40.2 NEW ANTENNA P BE 3" DIA. TOP VIEW 6.50" SIDE VIEW ANDREW - HBXX-6517DS-A2M(QUAD) SCALE: NOT TO SCALE NOT USED 4 SCALE: NOT TO SCALE 12.00'• FRONT VIEW MANUFACTURER: COMMSCOPE MODEL: FFHH-65C-R3 (OCTO) DIMENSIONS, H%WxD.i�: 95.9'X25.7"x9 z^ WEIGHT: 127.6 LBS NEW ANTENNA BI PART # AMP40-2) NEW ANTENNA PI BE 3" DIA. 2520" f TOP VIEW 9.3a' SIDE VIEW COMMSCOPE - FHH-65C-R3 (OCTO) SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE 25.20' FRONT VIEW NOKIA - AHLOA WEIGHT )FULLY EQUIPPED): 83.8 LBS SIZE (HxWxD): 22.05x12.13x7.44 IN, CONNECTOR TYPE: 4.3-1 FEMALE ��� NOKIA - AHLOA `7 SCALE: NOT TO SCALE 6 NOT USED SCALE: NOT TO SCALE ETE 1:1 opHabne I] 2323 DELGANY STREET DENVER, CO 80216 c CROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 D O 0 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. 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STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 Of T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEATi RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./,0 05/OB/20i9 SM FINALS SA W heat Rid9e oSyp00 L.OF 0053529 SSIONAIE� 5/08 19 IT I> A VIOLATION OE LAN FOR ANY PERSON, LNLE$S THEY ARE ACTING I,NDER IHE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,. TO ALTER IRIS DOC1,.MENT. PROJECT NUMBER: 4CTM 19-048 SHEET NUMBER: REVISION: C-5 0 ALPHA EXISTING ANTENNA SUPPORT HEADFRAME (TYP) DNOT USED SCALE: NOT TO SCALE BETA GAMMA I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I II I I I . I I I I I I I I I I I I EXISTING GROUND WIRE (TYP( $ • • . • • • • . • • • o O- EXISTING UPPER TOWER GROUND BAR e see sasses ee ee ee TYPICAL ANTENNA GROUNDING DIAGRAM 2 SCALE: NOT TO SCALE , yNOT USED SCALE: NOT TO SCALE T••Mobile• 2323 DELGANY STREET DENVER, CO 80216 CCCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 O �lj�P. MARSHALL & ASSOCIATES 6801 PORTW EST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: D N 03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE 1 ISSUED FOR: 1 REV DATE I DRWN I DESCRIPTION IDES,/OAI 0 05/08/2019 SM FINALS -F SA Wtieat Ridge Divisof, • apEl bqq . �iP �`•r B9'�O 0053529 9 •� mss/ONAIE�G� OSIO&19 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM19-048 SHEET NUMBER: REVISION: G- 1 0 TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR T/FINISH GRADE 8" PVC PLUG W PVC PLUG CPLD. (THIRD.) .080:0.0.0...0000o000 O 00000 00 O 00 00 O O 0000 O O O 000000 ' 0:0000000000 00 o00000000000000 00 000 0000 #2SOUD TINNED COPPER 0 ��c MONOPOLE FLAT WASHER p SUBGRADE TYP) #2 SOLD (TEST LOOP) ANTENNA GROUND BAR CONDUCTOR TO TOWER/SHELTER Z COMPRESSION NOTCH SIDES OF 8" PVC SCH 40 PIPE STANDARD COAX I I GROUND RING (2 TYP. FOR BOTTOM () STAINLESS STEEL TO ALLOW EXIT/ENTRANCE OF TWO HOLE LONG BARREL COMPRESSION TWO HOLE LONG BARREL COMPRESSION LUG (TYP) GROUND BAR ONLY) '^ GREEN. 600V, TH W N INSULATION I GROUND RING WIRE LUG (TYP) (TYP) O EXOTHERMIC WELD SINGLE CONNECTOR AT STEEL OBJECTS NOTES: 1. DOUBUNG UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. r l,._ilt5:—III—III— 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. — I—III 1 I- TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. 1 ANTENNA GROUND BAR DETAIL SCALE: NOT TO SCALE TO TOWER MOUNTED EQUIPMENT �___J/ (TYP) STAINLESS STEEL BOLT MONOPOLE FLAT WASHER TO ANTENNA c TYP) 4. ANTENNA GROUND BAR I LOCATED AT MCL COMPRESSION (BONDED TO TOWER STEEL) STANDARD COAX I I 2 HOLE LUG (TYP) CABLE GROUND KIT STAINLESS STEEL (TYP) (TYP) 6 AWG STRANDED Cu WIRE WITH BELLVILLE WASHER GREEN. 600V, TH W N INSULATION I (TYP) (OR AS PROVIDED WITH GROUND (TYP) KIT) (TYP) MECHANICAL CONNECTION (TYP) COAX CABLE COAX GROUND BAR WITH INSULATORS. CONNECTED (TYP FOR ALL) \ DIRECTLY TO THE BOTTOM OF MONOPOLE. SEE NOTE I. TO BTS EQUIPMENT VIA 2/0 TINNED BARE TRAY OR ICE BRIDGE 'I 'I COPPER WIRE MONOPOLE PIER GROUND WIRE SEE NOTE 3 GROUND WIRE NOTE 3 INSPECTION WELL `�- EXOTHERMIC WELD (TYP) NOTES: I. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI -OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. TYPICAL ANTENNA CABLE GROUNDING 4 SCALE: NOT TO SCALE 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. �n�TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE GROUND BAR STAINLESS STEEL FLAT WASHER STASEL (TYP) BELLVILLELLE WASHER 111 J STAINLESS STEEL NUT (TYP) PEI SINGLE CONNECTOR AT GROUND BARS DRAGON TOOTH WASHER (TYP) STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER STEEL 2 -HOLE CRIMP/ �___J/ STAINLESS STEEL STAINLESS STEEL BOLT COMPRESSION FLAT WASHER TYP) CONNECTOR 2 -HOLE CRIMP/ STAINLESS STEEL COMPRESSION FLAT WASHER 2 -HOLE CRIMP/ COMPRESSION STAINLESS STEEL L (TYP) CONNECTOR BELLVILLE WASHER (TYP) (TYP) GROUND BAR STAINLESS STEEL FLAT WASHER STASEL (TYP) BELLVILLELLE WASHER 111 J STAINLESS STEEL NUT (TYP) PEI SINGLE CONNECTOR AT GROUND BARS DRAGON TOOTH WASHER (TYP) STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER STEEL 2 -HOLE CRIMP/ �___J/ STAINLESS STEEL COMPRESSION FLAT WASHER STAINLESS STEEL CONNECTOR 2 -HOLE CRIMP/ FLAT WASHER COMPRESSION (TIP) DRAGON TOOTH STAINLESS STEEL L STAINLESS STEEL NUT BELLVILLE WASHER (TYP) (TYP) (TYP) SINGLE CONNECTOR AT STEEL OBJECTS 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE `– 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE 5HALL BE MIN, 30" BELOW GRADE OR C BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.G. ARTICLE 250-5010) �1INSPECTION WELL DETAIL SCALE: NOT TO SCALE 6"WIDE METALLIC HTEL GRADE WARNING/LOCATOR TAPE AT 12" DEPTH o TZ y b � EXOTHERMIC WELD GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUNDLOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W /MIN. 5/8 0 X 10'-0" LONG NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6"BELOW FROST LINE. (WHICH EVER 15 GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL O SCALE: NOT TO SCALE T • •Mcbfle El 2323 DELGANY STREET DENVER, CO 80216 vCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 D 0 O P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE f STAINLESS STEEL SELF -DRILLING STAINLESS STEEL METAL SCREW FLAT WASHER (TMP) (TYPI 2 -HOLE CRIMP/ COMPRESSION CONNECTOR DRAGON TOOTH METALLIC OBJECT L WASHER (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE `– 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE 5HALL BE MIN, 30" BELOW GRADE OR C BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.G. ARTICLE 250-5010) �1INSPECTION WELL DETAIL SCALE: NOT TO SCALE 6"WIDE METALLIC HTEL GRADE WARNING/LOCATOR TAPE AT 12" DEPTH o TZ y b � EXOTHERMIC WELD GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUNDLOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W /MIN. 5/8 0 X 10'-0" LONG NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6"BELOW FROST LINE. (WHICH EVER 15 GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL O SCALE: NOT TO SCALE T • •Mcbfle El 2323 DELGANY STREET DENVER, CO 80216 vCROWN CASTLE 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 D 0 O P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE f \ • L: � ®®IIIIIIII� L _,, v�l�eat Ftid9e :op. 0055 9 /ONAL 09 '. ........ IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM 19-048 SHEETNUMBER: REVISION: G-2 0 NOTE: I. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. r_,_-�CADWELD GROUNDING CONNECTIONS 1 SCALE: NOT TO SCALE O (TYPICALLY) ANTENNA CABLE WIRE SIZE BURNDY LUG BOLT SIZE 20" MAX. CHERRY INSULATOR HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS INSULATORS FOLLOWS: BOLT. FLAT WASHER.GROUND BAR. GROUND LUG, FLAT WASHER AND NUT. #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT TYPE HS TYPE 2-YA-2 L TYPE XA TYPE YA-2 TYPE GY WALL BRACKET #2 AWG SOLID TINNED YA3C-2TC38 3/8"- 16 NC S 2 BOLT (TYP) O O ® L #2 AWG STRANDED #2/0 AWG STRANDED #4/0 AWG STRANDED YA2C-2TC38 3/8"- 16 NC S 2 BOLT YA26-2TC38 3/8"- 16 NC S 2 BOLT YA28-2N 1/2'-16 NCS 2 BOLT TYPE VV TYPE VN ® O TYPE NC TYPE SS TYPE GR O O UNIVERSAL COPPER BURNDY GROUND LUG W/ HEAT SHRINK LONG BARREL (SEE CHARTI (CLEAR) ■�(j��I GROUND BAR (4'X20") LOCK WASHER P/N MIO NUT GROUNDING (TYP) CONDUCTOR V � ITYP) UUU TWO -HOLE LOCK WASHER (TYP) TYPE VS TYPE V6 TYPE PT TYPE GT' NOTE: I. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. r_,_-�CADWELD GROUNDING CONNECTIONS 1 SCALE: NOT TO SCALE WEATHERPROOFING KIT (SEE NOTE '.. 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GR TO GROUND BAR). SEE NOTE I & 2 CABLE CONNECTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION 3 SCALE: NOT TO SCALE O (TYPICALLY) ANTENNA CABLE 2' TO 24" GROUND KIT (TYP) 20" MAX. WEATHERPROOFING KIT (SEE NOTE '.. 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GR TO GROUND BAR). SEE NOTE I & 2 CABLE CONNECTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION 3 SCALE: NOT TO SCALE NOTES 1. DOWN LEAD IHOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. 6 GROUND BAR DETAIL SCALE: NOT TO SCALE COAX JUMPER (TYI CONN WEATHERPROOF' (TYP. SEE F ANTENNA TO BTS EQUIPMEN TO ANTENNAS GROUND BAR BOIL ITCHART( (TYP) BURNDY TWO HOLE LUG W/ LONG BARREL (SEE CHART( BARE WIRE TO BE NO -OX AT BOTH ENDS STRANDED (GREEN INSULATED) ONLY FOR #6 AWG (SEE CHART) WEATHERPROOFING KIT S/S FLAT 3/B-11x1"TAMPER RESISTANT BOLT NOTES: GROUND KIT (TYP) (TYP) CHERRY INSULATOR HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS INSULATORS FOLLOWS: BOLT. FLAT WASHER.GROUND BAR. GROUND LUG, FLAT WASHER AND NUT. ;6 AWG SEE NOTE 2. L (TYP) 0 WALL BRACKET O (TYP) O O ® L L O 0 O O O ® O O O UNIVERSAL COPPER O GROUND BAR (4'X20") LOCK WASHER P/N MIO ITYP) TWO -HOLE COMPRESSION LUG NOTES 1. DOWN LEAD IHOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. 6 GROUND BAR DETAIL SCALE: NOT TO SCALE COAX JUMPER (TYI CONN WEATHERPROOF' (TYP. SEE F ANTENNA TO BTS EQUIPMEN TO ANTENNAS GROUND BAR BOIL ITCHART( (TYP) BURNDY TWO HOLE LUG W/ LONG BARREL (SEE CHART( BARE WIRE TO BE NO -OX AT BOTH ENDS STRANDED (GREEN INSULATED) ONLY FOR #6 AWG (SEE CHART) WEATHERPROOFING KIT S/S FLAT (TYPI NOTES: GROUND KIT (TYP) I. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL CHERRY INSULATOR HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS INSTALLED IF REQUIRED FOLLOWS: BOLT. FLAT WASHER.GROUND BAR. GROUND LUG, FLAT WASHER AND NUT. ;6 AWG MECHANICAL LUG CONNECTION L COPPER/GALVANIZED COAX SCALE: NOT TO SCALE GROUND BAR BONDED DIRECTLY TOWER #6 AWG MIN. FROM ANTENNA CABLE GROUND KIT NOTES: I. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. BRIDGE, OR ON ANTENNA TOS 2. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. 4 GROUND CABLE CONNECTION SCALE: NOT TO SCALE NOTE: MINIMUM OF S/S NUT 3 THREADS TO BE (TYP) VISIBLE (TYP) S/S SPLIT WASHER 2 HOLE LONG (TYP) BARREL TINNED SOLID COPPER S/S FLAT LUG __ WASHER (TY P) ITYP) TIN COATED SOLID COPPER BUS BAR S/S FLAT WASHER (TYP) CHERRY INSULATOR INSTALLED IF REQUIRED S/S BOLT (TYP) 1 LUG DETAIL SCALE: NOT TO SCALE 'TWO HOLE LUG. OR EXOTHERt WELD TO BE USED WITH 02 AWG B, CONDUCTOR WIRE TO BUILDI SERVICE GROUND OR GROUND RI GROUNDWIRE INSTALLATION � SCALE: NOT TO SCALE #2 TINNED SOLD IN 3/4' UQUID TIGHT CONDUIT FROM 24' BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CAD W ELD (TYP) TIE INTO EXISTING GROUND RING / o \ TRANSITLE: NOT IONING GROUND DETAIL v SCATO SCALE E GROUNDING $HALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER MTN m mmobale 13 2323 DELGANY STREET DENVER, CO 80216 CROWN v CASTLE 2055 S. STEARMAN DRIVE CHANDLER. AZ 85286 7Vvm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 T -MOBILE SITE NUMBER: DN03043 BU #:876994 THE GRANGE 12700 W 32ND AVE WHEAT RIDGE, CO 80033 EXISTING 44 FT. MONOPOLE J ISSUED FOR: - 1 • # City of 1Nheati RiOle A 0053529 ' IT IS A VIOLATION OF LAW FOR ANY PERSON, I;NLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROJECT NUMBER: 4CTM19-048 SHEET N -3 UMBER: G REVISIO0N: M PlanlPermit # Contractori-W Contractors City License #: Contractor E-mail Address: Plumbing, IM Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE EICOMMERCIAL ROOFING COMMERCIAL DDITION El RESIDENTIAL ROOFING i a ADDITION REPLACEMENT0 WINDOW COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) MECHANICAL 4. 4 :M7R4 REPAIR • • t• REPLACEMENT • • 4 PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL "4 SYSTEM/APPLIANCE ♦ MI 4! REPLACEMENT • a. r • it W .w= Sq. FULF Btu's Gallons Amps Squares Other Crown Castle Tel (720) 450-3020 116 Inverness Drive East; Suite 280 Fax (724) 416-4304 Englewood, CO 80012 RE: Crown Castle Site Name: The Grange Site Location Address12700 W. 32nd Avenue, Wheat Ridge, CO 800 876994 11 Crown Castle is submitting for approval, an application for a Building Permit, for the tower site listed at tat"I above referenced location. The application packet attached includes: 0 (1) Application for Building Permit * (2) Structural Analysis 0 (2) Sets of signed and seated Construction Drawings 0 (1) Copy of Zoning Approval Email If possible, please mail the Permit to: Crown Castle Attn: Selena Beaver 116 Inverness Drive East, Suite 280 Englewood, CO 80012 Please notify me of anv fees and I will ensure they are On behalf of Crown Castle, I would like to thank you for your assistance and I look forward to your prompt response. Beaver, Selena (Contractor) From: Zack Wallace <zwallace@ciwheatridge.co.us > Sent: Monday, February 01, 201611;31 AM To: Beaver, Selena (Contractor) Subject: RE- Existing Cellular Tower 876994 Follow Up Flag: Follow up Flag Status: Flagged Thanks, Zack Wallace Planning'Technician 7500 W. 29 th Avenue Wheat Ridge, CO 80033 Phone: 303-235-2849 Fax: 303-235-2857 www.ci'whea rid&fL2m- CRY of From: Beaver, Selena (Contractor) [mailto.Selena.Beaver.Contractor@crowncastle.comI Sent: Wednesday, January 27, 2016 8:41 AM To: Zack Wallace Subject: Existing Cellular Tower 876994 We have another site that we are planning on doing upgrades on the existing tower configuration. I've attached our *relirti ?,rvii, I S U nle,z e '�t *r*,cee*1 to ti, rm ss? —we ?rp o -�V*'Ljr reviwv. C,7* V1411i nle,z U�• SELENA BEAVER REAL ESTATE SPECIALIST T: (720) 450-3020 1 F: (724) 416-4304 1 M: (412) 576-6366 CROWN CASTLE 116 Inverness Drive East; Suite 280 Englewood, CO 80012 CrownCastle.com This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this ernail. AP P R 0 V 1E D Subr,t to Field Iflspf,,,.,ctons Wtit,,,at Ridge 3u6k1ir19 Dept. Date: Decemb r 3, 2015 4111 - Randy Wofford Crown Castle Chcker 1500 Corporate rtV 41ne Canonsburg-, PA 5317 (724) 416-2376 Subject: Structural Analysis Report Carrier Designation: T -:Mobile Co -Locate Carrier Site Number: Carrier Site Name. 1P s' SSOE Group Brentwood, TN 37027 (615) 661-7585 srudramurthy@ssoe.com Crown Castle BU Number Crown Castle Site Name: Crown Castle JDE Job Number: Latitude 390 45'38.6", Longitudie -'1050 8'27.6" 44 Foot - Modified Summit Monopole Tower above mentioned tower. This analysis has been performed in accordance with the Crown Castle St�uctural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 850126, in accordance with application 320957, revision I LC5: Existing + Proposed Equipment Sufficient Capacity Note; See Table I and Table It for the proposed and existingkeserved loading, respectively. This analysis has been performed In accordance with the 2012 International Building Code based upon an section 1609.3,1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category 11 were used In this analysi& IMINA MWIM r- 73T17r_,dM-6. I I T *1 , 157 e a r I it, IT; S u W1 15 11-1 11 UK,* I's i 10 W I a call, SEMEMMME= I i lammliffla moking iclients sucicessfull by saving them time, trouble, and money • MEMMEMEM 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. Capacill 4.1) Recommendations 6) APPENDIX A tnxTower Output 7) APPENDIX B Base Level Drawing 8) APPENDIX C Additional Calculations 44 Ft Monopole Tower Structural Analysis Project Number 016-00010-00, Application 320957, Revision I M The existing 44' monopole has eighteen sides and is evenly tapered from 21 .92" (flat -flat) at the base to 14,00" (flat -flat) at the top. It has a single major section. The structure is galvanized and has no tower lighting. The tower was originally designed for Sprint Spectrum Denver by Summit Manufacturing, Inc, of West Hazelton, Pennsylvania for a 100 mph wind speed with 0.5" radial ice in accordance with TIA/EIA 222-F 1996 Modifications designed by Crown Castle (WO #: 902290, dated 08/19/14), which consisted of installing shaft reinforcement from 0' to 15.0', were considered in this analysis. The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3 -second gust winti speed of 89 mph with no ice and 60 mph under service loads, exposure category C. rpo"t I WA RVARM RM 01#1 "ter Can Number Number Number Feed Mquhtino 0 A6�0" Mode 6fffi646d �6' I ne�, Note Level (ft) IEIOZt'�n A ntermas 'M a in 2 lirtes, Siz'6' S On KMW ET-X-TS-70-15-62-18-iR- 3 Communications RD wl Mount Pipe KMW ET-X-WM-18-65-8P w/ 3 Communications nwmm Mount Pipe i 3 Samsung 2,5GHz 8T8R RRH Telecommunications Samsung OPTIC FIBER 1 44.O 47,0 3 Telecommunications JUNCTION CYLINDER 3 1-7/16 3 Samsung POWER JUNCTION Telecommunications CYLINDER mMmmSamsung 3 Telecommunications RRH-C2 w/EXT FILTER 3 Samsung RRH-P4 Telecommunications 2 Miscellaneous [NA —, -50 3]8---, 6 Andrew ECC1920-VPUB 3 Andrew ETW20OVS12UB TMBXX-6516-R2M w/ 40.0 6 Andrew Mount Pipe 12 7/8 38,0 3 Nokia FRIG 1 1-1/4 2 Nokia FXFB Raycap RNSDC-7771-PF-48 38 U 1 ry app T -Arm Mount I WA RVARM RM 01#1 171M Mot 1) The tower and foundation were constructed in accordance with their original design and maintained per the manufacturer's specifications, are in was condition, and the tower is twist free and plumb, 2) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 3) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package, dated 11/23/15 with any adjustments as noted below, This analysis may be affected if any assumptions are not valid or have been made in error. SSOE Group should be notified to determine the effect on the structural integrity of the tower. Manufacturing, INC, Qriginal Tower Drawings Job #: 40, Doc ID#: 2039185 Crown DMZ dated 07131196 _ n foundation Dra1 -240, Doc ID* 1443811 Crown DMZ dated 07/31196 .... . . . . ............ Tower Engineering Professionals Geotechnical Report Project* 071916 01 Doc lD*2100783 Crown DMZ dated 10/25107 Crown Castle Modification Drawings WO #: 902290 Doc lD#: 5246818 Crown DMZ dated 08/19/14 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. 3.2) Assumptions 1) The tower and foundation were constructed in accordance with their original design and maintained per the manufacturer's specifications, are in was condition, and the tower is twist free and plumb, 2) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 3) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package, dated 11/23/15 with any adjustments as noted below, This analysis may be affected if any assumptions are not valid or have been made in error. SSOE Group should be notified to determine the effect on the structural integrity of the tower. December .3p 2015 44 Ft Monopole Tower Structural Analysis CGI BU No 575994 Project Number 116-00010-00; Application 320957 Revision 1 Page 5 4) ANALYSIS RESULTS # # p TP15.8xl4.9xO.l875 Pole 30.6% *TP16,7x15.8xO.1875 Pole •�.TP17.6xl6.7xO.l875 i # ,. *, *. ,� • * is U#: 11 i *,, «rcernentRjt 7 Anchor Rods .:+ .. Notes: 1) See additional documentation in "Appendix C --Additional Calculations" for calculations supporting the % capacity consumed. The existing tower and its foundations are sufficient for the proposed loads and do not require modifications. --rO 1:11111111111111liq row. a condition assessment of the tower foundation, This report does not replace a full tower inspection MIN DESIGNED APPURTENANCE LOADING 320 Seven Springs Way, Suite 350 UIIWrollp We Brentwood, MATERIAL STRENGTH E r ALL REAC77ONS TOWER DESIGN NOTES a a sx 4. Tower is located in Jefferson County, Colorado, TiaAXIAL t r I T 2. Tower designed for Exposure C to the TIA-222-G Standard, P E 3. Tower designed for a 89 mph basic wind in accordance With the TIA-222-G Standard, 4. Deflections are based upon a 60 mph wind, E� ( I 5. Tower Structure Glass 11. 6, Topographic Category 1 With Crest Height of 0,00 R ; 7, Tow Capacity. 82.81% 320 Seven Springs Way, Suite 350 UIIWrollp We Brentwood, ALL REAC77ONS ARE FACTORED TiaAXIAL } 8K SHEA ' MOMENT 9K .__.} t 337 kip -ti _. ..... .�... �_,,.,_.TC3RC2L1E LL kfp-ft cn REACil4NS - 89Q MNt7 c m 320 Seven Springs Way, Suite 350 UIIWrollp We Brentwood, N .0 R Feed Line Distribution Chart IY - 44` Rvwxl FW App M Nwa A4V W Fay Tn s Leg Cine, h F!Mr+k-� 91 F2r-A (' SSOE Group # Seven Springsi66N Brentwood, Phom (615) 661-7585 li Job page NII BU 876994 1 of 15 i FlProject SSOE Group 11 Date 320.5evenSpringv 44y, Suite 350 016-00010-00 1 16:28:05 12103115 Brentwood, 7A' Designedby l i8 Phone: (6 1 �) 661- 75'85 15-2-2-- fAX' (615) 661-7569 Wall `Hiere is a pole section, 'Mi s tower is designed using the TIA-222-G standard 'rhe following design criteria apply: Tower is located in JetTerson County, Colorado. Basic wind speed of 89 mph. Structure Class 11. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft, Deflections calculated using a wind speed of 60 mph. Tow Capacity: 79.6%. A non-linear (P -delta) analysis was used, Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, teed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Florizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors -Guys Escalate fee Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At 'top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+A1 Combination i 110111� Distribute Leg Loads As Uniform Assume Legs pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension GuysTo Initial 'tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients prefect Wind Area of Appall- Autocalc Torque Arm Areas SR Members I lave Cut E'nds Sort Capacity Reports By Component Triangulate Diamond Inner Bracing 1,.J,w'rlA-222-G Tension Splice Capacity. Exemption Treat FeWline Bundles As Cylinder Use ASCE 'E 10 -Brace; Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FFA SR Leg Bolts Resist Compression All Leg Panels Have Same Alhaszble Offset Girt At Foundation Consider Feedfine Torque Include Angle Block Shear Check P0 a';': N! Include Shear4orsionfriteraction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section E lew Ition Section Splice Alumber TOP Bottom Wall Bend Pole Grade Length Unigall of Diameter Dionleter Thickness Radius fi ft Sides ill init, in LI 44,00-39.RFK_00 j T)0I 8_WT)_000 14.90(}t? F)7 (60 ksi) L2 39,00-34.00 5,00 0,00 18 14.9000 15,8000 011875 03 i00 A607-60 (60 ksi) L3 34,00-219,00 5DO (00 1s 15.8000 163000 0.1875 0,7500 A607-60 (60 ksi) [A 29 00-24.00 5,00 0.00 18 167000 17,6000 0,1875 03500 A607-60 (60 ksi) !' ; s • 0 Section 1'1111,}ii1. InxTower Job 11 c', 1'i.• .1 Page in dn`p BU 876994 ill in3 2 of 15 in SSSOE Group Project _.. -, 1,1 112160 _._. 8202 .__ . 191 13.56 4.4)(334 -f-F �. 7.112(1 Date 320.5 ven,Spriogs ff'gv. Suite 350 " 1340} 21.351 016-00010-00 5,7555 239,4446 16:28:0 12103115 7.5692 Brentwood, IN Client 4,3757 2.2424 12.226 L2 15.1299 8.7558 Designed b 5.2229 Phone: (115) 661-7585 31.6341 47`).2043 4.3757 CC1 12.226 16.0437 1 15228 286,1297 FAX., (615) 661-7569 $.0264 35.6486 572 6360 4.6466 2,4508 13.071 1..3 16.0437 ,section Elevation Section splice Number x'(1}7 �CJttoln 4,511 Bend Pole Grade 16.9576 Length Length o I.N amet'er Diameter r Thickness Radius 2,6092 13916 ft t sides in in ill in 4.4144 _. 1.5 _ 24..00-19.017 5.00 #;7.017 18 17,1x0{i(} I4.500)#) 01875 0.77506-----'--,V6-07 •tz{7 5.182.3 2.7676 14.7161 1..5 17.8715 10.3626 396,9338 6.1814 &94€08 (60 ksi) L.6 19.00-14.00 5.00 0.00 18 18.5000 194000 0.1875 07500 A607-60 49.13037 924,0685 5.4501 2,9260 15,605 Lw6 18.7854 1().8982 461.7305 (60 W) 1,7 14_(7(7-13.50 0.50 0.00 18 141.4000 14.4900 0.1875 0.7500 A607-60 6,8204 9.8552 54.1043 1067,1142 5,7140 3.0844 16.45 1:.7 19.6943 (60 ksi) I'S 13.50-13,25 0.25 0.030 18 19.4900 19,5350 0.3563 1.4250 A607-60 11.4874 540,737.3 6,8524 9.9004 54.6141 1082.1461 5.7448 3.1002 (60 ksi) L9 13.25-4.25 1,00 0,000 18 14,5350 20,4350 0.3500 1.4000 A607-60 7.869 19,8364 21.6861 1007.7670 6.8085 9.9238 101.5507 2016.8601 (00 ksi) L,10 8.25.3.25 5.0€:) 000 18 20.4350 21.3350 € ,34.3 + 13750 A607-60 10.6583 2.8222 8.063 20.7502 22.3124 1137.1766 7,1302 10.3810 (60 ksi) Lit 3.25-0.10 3,25 29806 18 21,3350 21.92(1() 0.33775 1.3500 116E}7-6€) 107.6886 w 10.9625 294516 8.703 21.6641 22.1028 1274.9754 (61.7 ksi) !' ; s • 0 Section 1'1111,}ii1. Area 1 11 c', 1'i.• .1 B/ in dn`p inr in ill in3 in in m _.. -, 1,1 112160 _._. 8202 .__ . 191 13.56 4.4)(334 -f-F �. 7.112(1 2 _ 27,5593 3i6.31 _ _ 4.1104 " 1340} 21.351 15.1299 5,7555 239,4446 5.2229 7.5692 31.6341 479.21743 4,3757 2.2424 12.226 L2 15.1299 8.7558 2317.4446 5.2229 7.5692 31.6341 47`).2043 4.3757 2.2924 12.226 16.0437 1.2414 286,1297 5.5424 $.0264 35.6486 572 6360 4.6466 2,4508 13.071 1..3 16.0437 9,2414 246,1297 55424 8,0264 35.6486 572.6360 4.6466 2.4508 1.3.071 16.9576 9.8270 334.5148 5,86149 8.4836 34.9029 677.48351 4.9144 2,6092 13916 1...4 16.9576 9 8270 338,51598 5,86111 8.4836 31,9029 677.4851 4.4144 2.60392 13.1316 17.8715 10,3626 31969438 6 1814 &9408 44.3964 7+74.4099 5.182.3 2.7676 14.7161 1..5 17.8715 10.3626 396,9338 6.1814 &94€08 44.3969 794,40119 5.1823 23576 14.761 28.7854 10,8982 461.7305 €1,5009 9.318€.1 49.13037 924,0685 5.4501 2,9260 15,605 Lw6 18.7854 1().8982 461.7305 6.5009 4,3980 49.1307 4?4.0685 5.4501 2.9260 15:605 146943 11.4338 5533.2058 6,8204 9.8552 54.1043 1067,1142 5,7140 3.0844 16.45 1:.7 19.6943 11.433$ 533:2088 66.8204 9,8552 54.1043 1067.11442 5,7180 30844 26.45 11.7907 11.4874 540,737.3 6,8524 9.9004 54.6141 1082.1461 5.7448 3.1002 16,535 1.8 19,7907 21,6352 1000 6599 6.7425 9.9009 101.0704 2002.6966 10.5117 14032 7.869 19,8364 21.6861 1007.7670 6.8085 9.9238 101.5507 2016.8601 10.4451 18112 7.841 I„9 19.8364 21.3128.1 991.0552 6,8107 99238 99.8667 1983.4144 10.6583 2.8222 8.063 20.7502 22.3124 1137.1766 7,1302 10.3810 1095442 2275.84446 11.1583 29806 8.516 1,10 20.7502 21.9208 1117.1124 7.2...24 10,3810 107.6886 22537.29017 10.9625 294516 8.703 21.6641 22.1028 1274.9754 7.4519 10.8382 117.6375 2551.(x29-`+ 11.4536 3.1500 4.164 1,.11 21.6641 22,41730 1252 9130 7.4541 10.8382 115.6018 2507.4746 11.2487 3,1610 4366 212582 23,1197 13611.5779 7,6618 11,1354 122.1853 2722.9460 11.5621 3.2639 9 671 Tower Gusset Gusset C7atsseti.rrode i(ljn,st, Factor Ac#ust, Height thrtt. DoubleAngle Double,4ngle 1'levtation Area 77ockness /1r 1 --actor Stitch Bolt Stitch Rolt Oer°,fc ce) 14, pacing Spacing Diagonals Horizonfuls it? ias it, 1,2 44.00-39,00 _. ,. 1P _ 1 1 _ 1:2 311.00-34.00 1 1 1 U 34.€30-247,170 1 1 1 1,4 29,00-24.00 1 1 1 L5 24.00-147.00 1 1 1 LO 11,00-14,00 1 1 1 I.7 14.00-13,50 1 1 1 L.813.50-13.25 1 1 Q945973 Description Jib C: otn1tonent Placement Fuge 1••1`"1dthor Perimeter 14'ei ht BU 876994 Section 3 of 15 SS+C E Group Project Diameter t4'rnnber mate 320 SevenSla,•ings flier, Story 350 __ 016-00010-00 16.2&05 12/03/15 Brentwood,, TN Client E-Safet Safety line 3/8 Designed by Phone: (61S) 661-7585 44.00-8.00 SCI ..�, 0,3730 15225 F,4.1': (615) 661-7569 0.33 I DF 5.50A(7f8) (CaAa) No Tower Gusset Gusset Gusset Gr a4k, Agfi7s€. factor Ac?fi r ff eight Milt Double Angle ik utile Angle Elevation Area 7hickne.ss Surface Ar Af ractor ,Stitch Bolt Stitch Bolt (ve€"Ace.) 2,72 .'tr. 51-cing Spacing A U50 0,000 Diagonals Iter€'((hall f1 it?in C 44.1)(1- 2.00 in L9 1125-825 0.588 �w«m,�....,,.,..� �� �r��3426��,.�,��.�.ro�,��,... 0.01 LI O 8.25-3.25 C 1 1 0.942494 0,000 2.160 Ll 1 .25-0,00 MAVAi'I'-1740075 l 1 0.948709 Surface At` 15,00-0,00 Description Sector C: otn1tonent Placement Total Number a5.tart;End 1••1`"1dthor Perimeter 14'ei ht Section T,SIJt Number Per Illio, Position Diameter t4'rnnber 4.711$ 1"ace __ or to E-Safet Safety line 3/8 B 4urls1 e_; r 44.00-8.00 1 1 0.250 ..�, 0,3730 �_.,m -PE- 0.22 0.33 I DF 5.50A(7f8) (CaAa) No 63.250 38.00 - 2.00 12 Nes tee 0.00 Step Pegs I3 Surface Ar 44.06) - 8.01'1 1 1 0.250 0.8000 1 No Ice 2,72 1.05 L2 (CaAa) A U50 0,000 0,000 0,000 TYPE 2(1-7/16) C Surface At 44.1)(1- 2.00 3 3 03.250 1.4400 0.588 0.60 0.01 (CaAa) C 0.300 0,000 2.160 0.000 MAVAi'I'-1740075 A Surface At` 15,00-0,00 1 1 0,300 4.0000 9.5000 OM 0.00 (CaAa) I3 0.3410 O.OtlO 0.588 0.000 CCI-WAF P-040075 F3 Surface Af 15.00-0,00 1 1 0.300 4.0t1i)O 9.5000 0.01) 0.04 L4 (CaAa) A 0.300 0.000 0.000 0.000 CCI-NNIAFP-040075 C Surface Af 15.00 - 0 00 1 1 0.300 4.0(00 9,5000 17.610 0,01 (CaAal C 0.3170 0.000 2.160 0.000 Descnl tion lucre Allow Component Placement 7irtcal (77,41if�"eight Section orShield Twe t4'rnnber 4.711$ 1"ace __ �w3100-2,00 1..C3I.5-55f),A(7I4f} C No Inside Pole 0 000 6 Notes 0,00 0.33 I DF 5.50A(7f8) C No inside Pole 38.00 - 2.00 12 Nes tee 0.00 0.33 AS319323TYPO 1-1/4` C; No Inside Pole 38,00-2.00 1 No Ice 0.00 1.05 1Cw;r 7biver til€Ce e`t{r ,+4G. Section Elevation In FITC"e 4.711$ 1"ace Lf 44 00-39,i}Ei A 0,000 0 000 0.000 0.000 0 U,OCY B 0.000 0,11410 0.588 0.1700 0.01 C 0.000 0.000 2,160 0.000 E7.01 L2 39.00-34.00 A 0.0170 0,000 0,000 0,000 0.00 I3 0.000 0.000 0.588 0.000 0.01 C 0.000 0,000 2.160 0.000 0.03 L3 4,00-29.00 A 0.000 0,000 0.000 0.610(1 0.00 I3 0,000 O.OtlO 0.588 0.000 0,01 C 0.000 0,000 2.160 0.0013 0.04 L4 29.00-24,00 A 0.030 0.000 0.000 0.000 O.t70 F3 0.000 0.000 0,588 0.000 0,01 C 0.000 0.000 2.160 0.000 0.04 h.5 24.043-19.00 A 0-000 0,000 0 000 0.000 0.00 Suction Elevation (711 Job CPV KII A Section Page Ice Ice LI U 878994 in 4 of 15 in L1 n ,44,00-839,00 Project 04061 � _ -0,1384 13:4061 L2 date -OA 399 SSOE Groins -0.13 99 17.4114 1,3 34.0?t?-29.00 4(),1412 0.4163 -0.1412 320,5even S�qrrngs Mqv, Suite 350 1A .1900-24.60 016-00010-00 0,4208 16:28:0 121173115 0.4208 13renorood TNI 24.110-19.00 client 0,4250 -01437 0.4250 L6 Designed by -01220 Phone: f615) 661-7585 -0.1?20 0,3617 L7 14.011-13.50 ccl 0.2255 15228 0.2255 FAX, (615) 661-77569 13,50-13.25 4),0761 0,2259 -).0761 0.2259 L9 13.25-825 -0,0771 1121438 -0.0771 11.2288 1.110 8.25-3,25 -0.1525 02404 41.1525 Section Ivleration 3.25400 -0.0648 0.0998 in Face Out Eacc � 13 ODOO 0.000 0.588 0,000 0,01 C 0.000 t?MO 2.160 0.000 0.04 L6 19 00-14.(>O A 0.007 0,000 0,667 0.000 ()t00 L3 0.000 0.000 1,254 0.000 0.01 C 0.0150 0,000 2,827 0.000 0,04 L7 14.00-13,50 tt 0.000 0,000 0.333 0,000 0.00 13 0.000 (WOO 0.392 17,000 0.00 C 0.000 (1000 0,549 0.000 0,00 L8 13.50-13.25 A 07.000 0.f? O 0.167 0.000 O.C1E) B 0.000 0.000 47.196 0.4)00 0,00 C 0,000 0,000 0.275 0.000 0.00 L9 13.25-8,25 A 0.00() 0,000 3.333 0-000 OM 13 0,000 0,000 1921 0.1700 0,01 C 0,000 1).004) 5,493 0:0(10 0.04 1,,.1O &25-3.25 A (WOO 0.000 3.333 0,000 0.00 I3 0.000 0,000 3363 0.000 0,00 C 0,000 0(")()0 5.493 0,000 0,04 LI1 3.25400 A 0,000 0.000 2.167 0.000 0,00 B 17,000 0,1100 2,167 0.000 0,00 C 0,000 0.000 2,707 0.000 001 Suction Elevation (711 ClIz CPV KII A Section Record No. Ice Ice LI iin in in in L1 n ,44,00-839,00 _ -0,1384 04061 � _ -0,1384 13:4061 L2 30.00-34,00 -OA 399 0,4114 -0.13 99 17.4114 1,3 34.0?t?-29.00 4(),1412 0.4163 -0.1412 0,4163 1A .1900-24.60 -0,1125 0,4208 -OA425 0.4208 L.5 24.110-19.00 -0.1437 0,4250 -01437 0.4250 L6 19.00-14.110 -01220 0.3617 -0.1?20 0,3617 L7 14.011-13.50 -0,0760 0.2255 -0.0760 0.2255 L8 13,50-13.25 4),0761 0,2259 -).0761 0.2259 L9 13.25-825 -0,0771 1121438 -0.0771 11.2288 1.110 8.25-3,25 -0.1525 02404 41.1525 U404 1-11 3.25400 -0.0648 0.0998 -0,0648 0.0998 Tower Feed Line Description FeedLine KII A Section Record No. Se meat ler, Alo ICL k LI I Safety Line 31-8 39.00-44.00 1.0000 1 L..1 2 Step Pests 39.00 - 44,00 1.0000 1 Ill 7 TYPE 2(1-7/16) 3900 - 44.00 1.0000 1 L2 I Safety L ne 318 34.00 - 39.00 1.0000 1 1-2 2 Step Pegs 34.00 - 39.00 1.0000 I L.,2 7 �fYPL,2(1-7116) '34,00-39.00 1,0000 1 1.3 1 Safety Line 378 29.00 - 34.00 1.0000 1 L3 2 Step Pegs 29.(X) - 34,00 1,0000 1 1.,3 7 'i-wE 2(1-7116) 29,00 - 34.043 1.0000 t I:..4 I Safety Linc 318 24.00 - 29M 1.0000 I WxTower Job Qffivet i/�els: Azi)"1111i Page i',,"I;i ( ,2 tl�Gdg Ed U 876994 or Twe 5 Of 15 ,"IdjusttrIent Ssor (;roll Project Front Side date n 3217 5'even Spr-hags tt�+t,, Suit 3 50 Lateral 016-00010-00 16:28.05 12/03/15 13reytnvood, TAT Client I`ert Designed by Phone (615) 661-7555 CO 15228 FAX (615) 661-7569 ° fi .lta Jr- l'on'er Feed Line Description iption t eed Line K,, m Section Record No. No I e fee L4 2 Step Pegs 2400 - 290) 1.0000 I .0000 C L4 7 0.0000 TY PE 2(1-7116) 24,00-2900 1.0000 1,0000 001 L5 I None. Safety Line 318 19.00 - 24.00 101000 1.0000 1:3.71 L5 2 ET X-TS-70-1S-62-I8-iR-Rl7 Step Pegs 19.00 - 24.00 1.0000 1.0000 44.00 L5 7 6.37 TYPE 2(1-7/16) 197 00 - 24.00 1,0000 l D000 0,00 Lb 1 Safety ]-me 308 14.00 - 19 0 1.0000 1.0000 116 2 Step Pegs LLOO - 19.00 1.03000 1.0100 1.65 7 From Leg TYPE, 2(1-7/16) 14.00-19,00 10000 1.0000 7.35 L6 9 CCI -W AFP -0=40075 14,00- 15,00 1.0000 1,0000 Lt) 10 CC1-1VAFP-040075 14.00- 15,00 1:0000 1.00010 1..6 11 CO-AWrAF11-040075 14,00-15,00 1.00057 1.0000 L7 1 Safety Line 3,18 13.50 - 14.00 1.0000 1,0000 L7 2 Step Pegs 13,50 - 14,00 1.0000 1.0000 L7 7 TYPE 2(1-7/16) , 13.50 - 14,00 1.0000 1.0000 L7 9 ('Cf-i3"AFP-040075 13.50 - 14:00 1.0€00 1.4)OOO L7 10 CC I -WA FP -04007 5 13.50 - 14 00 ' 1 0000 1.0000 1;7 I I CCI-',VAFP-040075 1150 - 14 00 1.0000 1.0000 L8 1 Safety Line 318 13.25-1350 ' 1.1)WO 1.0000 1.18 2 Step Pegs 13.25 - 1:3,50 1.0000 1DOW I:,8 7 'TYPE 2(1-7/16) 13,25-1350 1.001)0 1.00100 Ls 9 CCI-WrAFP-040075 13.25 - 13,50 1.0000 1,0000 1.13 10 CCI-W'AFP-040075 13.25 - 13.50 1,0000 1.(?OOO IS 11 ('C[-WAFP-040075 13.25 -13.50 1.0000 I.i)OW L.9 1 Safety I.Ane318 8.25- 13.25 1,0000 1,0000 L9 2 Stets Pegs 8.25 - 13.25 1.0000 1,0000 1,9 7 TYPE 2(1-7/16) 8.'25 - 13.25 1.0000 10000 L9 9 CCI-Nk'AFP-04007:5 8,25 - 1325 1.0001 1,0000 L9 10 CCI-WAFP-040075 8,25-13,25 1.0000 1.0000 L9 13 CCI-WAFP-(.)40075 8,25-13,25 1.0000 1.0000 3:10 1 Safety Line 3l8 8.00 - 8 25 1,0000 1.0000 L I O 2 Step Pegs 8.00 - 8.25 1,001:40 1.0000 1.110 7 TYPE 2(1-7/16) 3:25 - 813 t .1)000 I.0000 IA0 0 (Cl-WAI"P-040075 3,25-8,25 1,00007 1:001)(7 1.10 10 CCI -W AI F-0401)75 3.25-825 1,0000 1 J)000 LI O I I CCI -W rAF'I'-0401775 3.25 - 8 25 1,0000 1.0008 I'll 7 TYPE 2(1-71105) 2,00-3,25 1.0000 1.00100 1.11 9 CCI-AAVAFP-040075 0.00 - 3.25 1.0000 1.0000 LI 1 10 CCI- AFP -O40075 0.00-3,25 1.0)(340 1.0000 I'll, I I CCI -Ai AFP -{)4170155 0,00 - 3.25 1.0000 1.017010 f 1lb ilR<wl lure 11 iwii#R 11x3 l#!+� 11e5t'YtJ.7td?FP 1"4'fG`L Qffivet i/�els: Azi)"1111i 1iClCf41t'P€t i',,"I;i ( ,2 tl�Gdg Ed or Twe ffor„ ,"IdjusttrIent Front Side Leg Lateral I`ert .11 ° fi .lta Jr- K m. _ ~ � w 6' Lightning Rodrn C None 0.0000 47.00 No Ice 0.45 0.45 001 (2) Miscellaneous [NA 08-31 C None. 0.00100 44.00 No Ice 1:3.71 13.71 0.40 ET X-TS-70-1S-62-I8-iR-Rl7 A From Leg 5,00 0.0000 44.00 No fee 8,59 6.37 0..057 %vl Mount Pipe 0,00 3.00 I T-X-4VM-I 8-65-8P f rA From Leg 5,00 0,0000 44.00 No Ice 7.35 4.43 0,07 WxTower Job Page U 875994 6 of 15 SSOE Group Project state 320 dSe err 5pri gs IT'ca3, Suite 350 016-00010-00 18:28:05 12103115 Brenttv000c TA' client Designed by Phone: t615) 661-7585 C l 15228 a"t:I,Xt (615) 661-7569 Lkscrilrton Face 1ffyet 0111sets. Aimirrli Placement C,1,4.$ C,,fl,a� It"eiglit oil Tipp Elia: Adjusorweni front Side LfAl L atrrctl Vert .11 fi •ft' ,11` K f Mount Pipe 0,00 3.00 RRII-C2 w/E.)(I S ILTER A Frown Leg 5.00 0.0000 44.00 No Ice 1.94 2.69 0.06 0,00 3.00 RR1"I-P,I A From Leg 5.00 07 0000 44.00 No Ice 19 2,07 0,06 0.00 3.00 OPTIC FIBER JUNCTION A From Leg 5,00 0,0000 44.00 No Ice: 0.45 0,45 0.00 CYLINDER 0,00 3,00 POWER JUNCTION A Frown Leg 5,00 O,OOOt;) 44.00 No Ice 0.43 0.43 0,00 CYLINDER 0.00 3.0€> 2,5GI I/ 8T8R RRI I A From Leg,, 5.00 00000 44,00 No Ice 3,11 1.66 006 0.00 3,00 2ix x 6' Mount flipe A From Leg, 5,00 0,0000 44.00 No Ice L20 1,20 (ID3 0.00 0.00 E"TA-TS-70-15-62-1 SSR-RD B From Ixg 5.00 0,0000 44.00 No Ice 8,59 6.:37 0.07 Elf Mount Pipe OV) 3,00 E1'- • X- `M-I I1--65-$I' %v/ B From Leg 5.00 17.0000 4400 has Ice 7.35 4.43 0.07 Mount Pipe 0,00 3.00 RRI I-C2 tvtE•X`I' FILTER B From Leg 5,00 0.0000 44:00 No Ice 1.94 2,69 006 000 3,00 RRI-I-P4 B From I.eg 5,00 0.0000 44,00 No Ice 3.19 2.07 0.06 0.00 _3.00 OPTIC FIBER JUNCTION B Frown Leg 5.00 0.0000 44.00 No Ice 0.45 0.45 0.00 CYLINDER R dt.0(} 3D POWER JUNCTION 13 From Leg 5.00 0.0000 44.00 No Ice 043 0.4.3 0,00 CYI.,INDI, R 0.00 3,00 5GI-Ir 8T8R RRH B From Leg 5.00 0.0000 4,L00 No Ice 3.1 I 1,66 0,06 0,00 3.00 2" x 6' Mount Pipe B From Leg 5.00 0.0000 44,00 No Ice 1.20 1,20 €7.03 0.00 0.00 i 'i` X FS-70-15-(2-5 8-IR-IZI? C From Leg 5.00 0.0000 44.00 No Ice 8,59 6.37 0.07 wt Mount Pape 0.00 3D FT-X-WM-I 8-65_8P wr' C From Leg 5,00 0.0000 44.010 No Ice 733 4A3 0,07 Mount Pipe 0.00 3.00 RRFI-C2 wtl,X[' FIF."FI?R C Front Leg 5,00 0,0000 44.00 No lee 194 2,69 0.06 0.00 3.00 RRFI-P4 C Frown Leg 5.00 0.()0(:)0 44.00 Nola. 3.59 2.07 0,06 ODO 3.00 OIY IC FIBER JUNCTION C F'rorn Leg 5.00 01.0000 44.00 No Ice 045 0.45 0.00 WxTower Jab1 '�e U 876 94 7 of 1 Project Hate SS��' 32dJ S`cer�rr 5grrataz,,s TS� ffic xt'. , ,Srar'te 3500 016-00010-00 16:28:005 12168/15 E3rentre=ood, TN Client signed by Phone: (615) 661-7585 Awa CCI 15228 FAX: (615) 661-"d569 1)et cripfion Fore Qffi�€*t Qf sets: 4:4n ath Placement CAA,i 4..,9AA 11'ei 3zt or 7,rlrre flor- 440'rastment Front StcF� 1:419 Lateral E'.t•t fi CYLINDER 0.000 3.00 POWERJUNCTION ION C: Frorn Leg 5.00 0.0000 44,00 No Ice 043 0.43 0,00 CYLINDER 0,00 3.011 15GI-iz 8I8R RI F1 C.' From Leg 5.00 0,0000 44.100 No Ice 3.11 1.66 0,06 0}.00 -3.041 2" x 6' Mount Pipe C:' From Leg 5.00 0,00700 44.00 No Ice 1.20 1.20 0.03 ODD 0.070 T-Arra Mount [TA 602-31 C' Norse 0.0000 38,00 No Ice 11.59 11.59 0.77 1.NX-6515D -AIM eel A From 1,e1> 4.00 0.00300 38.00 No Ice. 11.41 9.60 0,08 Mount Pr(x. 0,00 2:00 (2) "I lr:,IBXX-6516-112 1 w/ A From l,acz* 4,00 0.0000 38.00 No Ice 6,18 4.53 0,05 Mount Pipe ODO 2.00 FRIG A FrumLq 4.00 0,0000 38:00 Na tee 2.710 1,10 0,06 0.00 2.00 A (2) ECC`192f0-VPUB A From Leg 4.00 0.01000 38.00 No Ice 0.54 0.21 0.01 0,00 2.000 RNSIS('-7771-PF-48 A From Leg 4.00 0.01100 38.00 No fee 3.71 4,38 0,02 0,00 2.00 ETW20?VS12UB A From Leg 4.00 0.0000 38,00 No Ice: 0.47 0.19 001 0.00 2.0}0 I.NX-65151)5-AIM x11 FI From Leg 4.04) 0.0000 38.100 No Ice 11,411 9,60 008 Mount F'rlx 0.00 2.00 (2)'1 N113XX-6516-R2M w/ I3 From Leg 4.00 0.0000 38,00 No Ice 6.18 4.53 Oi 05 Mount Pi1v 0.00 2.00 FXFFT I1 Front Leg 4.00 0.0000 38,00 No Ice 4.13 1.12 0.06 0.00 2,€Til (2) ECC" 1920-4"T'UB EJ Front Leg 4.000 0,0000 38.00 No Ice 0,54 0.21 OA 0.00 2.00 FRIG B From Leg 4.000 0.00()0 38.010 No Ice 2,79 1,10 0.06 0.00 2,00 F;TW20OVS12LJB B FrurnLeg 4.00 00000 38,00 No Ice 0.47 0.19 0.01 0.00 2.00 I.NX-6515DS-AI M ref C From Leg 4 D 0.0000 38.00 No Ice 11 Al 9.60 0,08 Mount Pipe 0,00 2.00 (2) `F'MBX`C-6516-R2M rpt C From Leg 4,00 0.0000 38.030 No Ice 6.18 4.53 0.05 Mount Pipe, 0,00 2.00 7',"4FI3 C From Leg 4,00 0,0000 38.00 No Icer 4,13 1,12 0.06 0.00 2.00 InxTower Job Page fi BU 878994 8 of 15 SSOE Group Project gats 320 so,en 5pritr s• fRiy, Sune 50 .t 016-00010-00 16:28:05 12/03/15 Brentwood, TNI Client Designed by Phooc' (611) 661-7585 l 15228 171 IV: (6, 1.) 66/-7564 w». IN'scription T'ac„ Qf1,sit ci SeoR,, ttshnuth plac"etnent C.v 9 (.O,+t weigin, etr 7}txe �ffor Adjustment trout Side Leg Lateral i 2rt Lb4d • • " nations Comb, Lk:scriptiota No I Dead Only 2 1.2 Dead+ 1.6 Wind 0 deg -No Ice 3 09 Dcaad+ 16 Wind 0 deg - No Ice 4 1,2 Dead+1.6 Wind 30 deg - No ice 5 0.9 Dead t1,6Wind 30deg -No Ice:, 6 I:2 Deaad+I.6 Wind 60 deg - No ice 7 0.9 Dead a 1.6 Wind 60 deg - No ice 13 1.2 Eitaad+-1.6 Wind 90 deg a No Ice 9 0.9 Dead•r 1 6 Wind 90 deg - No Ice.. 1() 1.2 Deaad+l .6 Wind 120 deg _ No Ices 11 0.9 Dead+ L6 Wind 120 deg - No Ice 12 1.2 Dead+1 6 Wind 150 deg - No ice 13 0,9 Dead+1.6 Wind 150 deg - No Ice 14 i.2 Dead+3.6 Wind 180 deg .No fee 15 0.9Dead+1.6Wind 180deg -No Ice 16 1 2 Deaad+ 1.6 Wind 210 deg - No Ice 17 09 DeadA-1.6 Wind 210 deg - No Ice, 18 1.2 Dead', 1.6 Wind 240 deg - No Ice 19 0.9 Dead+L6 Wind 240 deg - No Ice 20 1.217ead+i .6 Wind 270 deg - No Ica" 21 0.9 Dead+ -1.6 Wind 270 deg w No Ice 22 1.2 Dead+1,6 Wind 300 deg - No Ice 23 G 9 Dead+ 1.6 Wind 3030 dog R No fee 24 1.2 Dead -0.6 Wind 330 deg - No Ice 25 0.9 Deaad+1.6 Wind 330 deg - No Ice 26 Dead+W"rnd 0 deg - Service: 27 Deaad+Wind 30 del;.. - Service ft fi 1t' fl,. K .t _-' -------'-C-- -From r466 Leg, 4.£30 (00033 313.00 No Ice 2.79 1 1 0.06 0.00 2.00 (2) ECC I920-VPUB C From Leg 4.00 0,0000 A00 No Ice. tt,54 021 0.01 0.(713 2.00 I "I`tlF2t)()VS12UB C From Leg 4.00 0.0000 38.00 No Ice 0.47 0,19 0.01 0.01:3 2:x:30 i -Arra Mount [TA 602-3] i.: None 0.0000 32,00 Na Ice 11.59 11.59 0.77 (2) RR65-1 I1-021iP vv/ Mount A Frorn Leg 4,00 0.0000 3100 No Ice 459 3.32 ()D3 Pipe 0,00 0.130 (2) P1165.18-0210 lc'I Mount B From Leg 400 0.0000 22.00 No Ice 4,59 3.32 0,0 Pipe; 0.00 0,00 (2) RR65-18-02DP vvt Mount C From Leg 4.00 0,0000 32,00 No ice 4,59 3.32 OD3 }ipe, 0.110 03 rte Lb4d • • " nations Comb, Lk:scriptiota No I Dead Only 2 1.2 Dead+ 1.6 Wind 0 deg -No Ice 3 09 Dcaad+ 16 Wind 0 deg - No Ice 4 1,2 Dead+1.6 Wind 30 deg - No ice 5 0.9 Dead t1,6Wind 30deg -No Ice:, 6 I:2 Deaad+I.6 Wind 60 deg - No ice 7 0.9 Dead a 1.6 Wind 60 deg - No ice 13 1.2 Eitaad+-1.6 Wind 90 deg a No Ice 9 0.9 Dead•r 1 6 Wind 90 deg - No Ice.. 1() 1.2 Deaad+l .6 Wind 120 deg _ No Ices 11 0.9 Dead+ L6 Wind 120 deg - No Ice 12 1.2 Dead+1 6 Wind 150 deg - No ice 13 0,9 Dead+1.6 Wind 150 deg - No Ice 14 i.2 Dead+3.6 Wind 180 deg .No fee 15 0.9Dead+1.6Wind 180deg -No Ice 16 1 2 Deaad+ 1.6 Wind 210 deg - No Ice 17 09 DeadA-1.6 Wind 210 deg - No Ice, 18 1.2 Dead', 1.6 Wind 240 deg - No Ice 19 0.9 Dead+L6 Wind 240 deg - No Ice 20 1.217ead+i .6 Wind 270 deg - No Ica" 21 0.9 Dead+ -1.6 Wind 270 deg w No Ice 22 1.2 Dead+1,6 Wind 300 deg - No Ice 23 G 9 Dead+ 1.6 Wind 3030 dog R No fee 24 1.2 Dead -0.6 Wind 330 deg - No Ice 25 0.9 Deaad+1.6 Wind 330 deg - No Ice 26 Dead+W"rnd 0 deg - Service: 27 Deaad+Wind 30 del;.. - Service ,lib�� WxTower of 1 BU 876994 Condition SSOE Group Project Kase 320,5ei a nr SLrr°irags ffisat', Suite, 3501 016-00010-00 16;28:05 12103115 Brentwood. TV Client Designed by Phone: (61 s) 661-7585 CC( 15228 f:r1X (615) 660-7569 28...n DendrWs'nci 60 deg - Service 29 [.lead+W ind 90 deg - Service 30 Dcad4 Wind 120 dee - Service 31 Deeadi-Wind 150 dee -Service 32 [lead �W nd 180 dee - Service 33 Dea& Wind 210 deg - Service 34 Dead *W ind 240 dee' - Service 35 Dead+Wind 270 dee - Sere=ice. 36 17ead+Wind 300 dee - Service 7 Bend+Wind 330 de> -Service Wilmum ! ! Section Elevation C;oinjx ent Condition C;crv. � Avi€ l AlqjorAxis Minor Axis "o. Jt 7rvprc Lood 1,fo»ra°rtt r 16ment L1 � . 44-39 _. .. Pole Max Tension 1 £ ,00 � 0,00 0,00 °vine. Compression 2 -:2,25 -0,01 25.6 max, Mx 8 -2.25 -25.07 _0.01 Max. My 14 -2.25 -OD1 -25.67 Max. Vy 8 3.78 -25.67 -0.t)1 Max. Vx 14 3,78 {i,4)1 -25.67 Max. Torque 6 0.00 1..2 39-34 Prale, Maax Tension 1 0.00 0,00 0,00 Max. Compression 2 4..41 -0.02 60,31 Max. Mx 8 4.403 -60.65 -0,24 Max, My 14 -4.41 -0.02 -00.79 Max. Vy 8 6.72 -60.68 -0.24 Max, VX 14 6.70 _OD2 -60.79 Max. Torque 21 -0.03 L.3 34.29 Peale Max Tension 1 0.00 0.O0 0.00 Max.. Compression 2 -5,80 -0,02. 97.35 Max, NIX 8 -5,80 -97.87 -O_25 Max. My 14 -5.80 4).02 -97.87 Max. Vo 8 7.94 -97.87 -0.25 Max. Vx 14 T92 -OD2 _97.87 Max. Torque 21 -0,03 L4 29-24 role Maax'Tension 1 0.00 O O (roo Max. Compression 2 -6.13 -0.03 137.2:3 Max, Mx 8 -6A3 -13T.83 -O,26 Max. Myr 14 -6,13 -0.0:3 .1:37.74 Max. Vy 8 8.05 -137.83 -0.26 Max. Vx 14 8.04 -0.03 -137.74 Max, Torque 21 -OD3 1.15 24-19 Pole. MaxTension 1 0.00 0.00 0.00 Max. Compression 2 -6.49 -0.04 177.64 Max. Mx 8 -648 -178,36 -126 Max. My 14 .48 -0.04 -178.17 Max, Vy 8 8.16 -178,36 -0,26 Max, Vx 14 8.14 -03.04 -178.17 Max, Torque 21 -0.03 L.6 19-14 Vole Max Tension 1 0.00 O.00 0.00 Max. Compression 2 -0y.86 -O,05 218.54 Max. Mx 8 -6.86 -219,38 -0,27 Max. My 14 -6,86 -0.05 -219.09 Max, Vy 8 8.26 -219.38 41.27 Max. Vx 14 8.24 -0,05 _2 19.09 Max. Torque 21 -003 1-7 14-13,5 reale: Max Tension 1 000 0,00 0.00 M4kimum ftactions Location Condition tnxTower fWtical Job 77rar7:o,, in —77 Load 7 a-9 0 K K (7omb, BU 876994 Pole Max. Vert 10 Of 15 SSOE Group Project 20 834 8,59 0.00 Date 320,SevenS'prings lf£tv, Sune 350 0.00 016-00010-00 Max. M, 2 16:28:05 12/03/15 0'00 Brentrvood, TN Max. M, Client 337.22 -8,59 0.00 Max. Torsion Designed by O.03 Phone: (/1 ) 661-7585 Q00 Mim Vert 5 CO -4,29 7,42 15228 8 r : (615) 661-7569 -8,59 0,00 Min. It, 14 834 0.00 -857 Section Oevation Component Condition Gw� A.Tial MajorAxis Minor Axis 20 1VO, fi Tive Min, Torsion Load 403 Moment Moment C'iunb, K Max Compression 2 -6.90 -OD5 `7"J2.66 Max- Mx 8 -6,90 -223.50 -0,27 Max, My 14 -6.90 -0-05 -223.20 Max, Vy 8 8,26 -223,50 -0,27 Max, Vx 14 8,24 -0,05 Max, Torque 21 -0,01 L8 1:3.5. 13.25 pole Max Tension 1 0,00 0,00 0.00 Max, Compression 2 -6.93 4),05 224,72 Max, Mx 8 -6.93 -225.57 427 Max, My 14 403 -0.05 -225-27 Max, Vv 8 8,26 -225,57 -0,27 Max. SIX 14 8,25 405 -225.27 Max, Torque 21 -0,03 L9 13,25-8,25 Pole Max,rension 1 0.00 0,00 0.00 Max, Compression 2 -7,47 -0.06 266,24 Max, Mx 8 -7,46 -267-20 -0.28 Max, My 14 -7.47 -0,06 -266,80 Max, Vy 8 8,39 -267,20 -0,28 Max VX 14 8,37 -0,06 -266.80 Max,'forque 21 4),03 LIO 8,25 -:3.25 Pole Max Tension 1 0,00 0,00 0,00 Max, Compression 2 -8.00 -006 30837 Max, Mx 8 -8'00 -309,44 -029 Max, My 14 4A) -OD6 -30895 Max, Vy 8 8,51-309,44 -019 Max, VX 14 8,49 -0.06 «308,95 Max. Torque 21 -0,03 1,111 3.25-0 Pole Max Tension I ODO 0.00 0,00 Max, Compression 2 -8.33 -0,06 336,09 Max Mx 8 -833 -337.22 -0.29 Max. My 14 -833 -0,06 -336,68 Max, Vy 8 8.59 -337.22 4129 Max, vX 14 8,58 -ODD w336.68 Mav Torque 21 -0 03 M4kimum ftactions Location Condition Gov, fWtical i Tn,7 ;;, at—/Y - 77rar7:o,, in —77 Load K K K (7omb, Pole Max. Vert 4F -- Max, 11, 20 834 8,59 0.00 ma'N1-1, 2 8,34 0.00 8,57 Max. M, 2 336,09 0'00 8,57 Max. M, 8 337.22 -8,59 0.00 Max. Torsion 9 O.03 -8.59 Q00 Mim Vert 5 6.25 -4,29 7,42 Min. H, 8 834 -8,59 0,00 Min. It, 14 834 0.00 -857 Min. M, 14 -336,68 (YOO -&57 Min, M, 20 -337.11 8-59 0,00 Min, Torsion 21 403 8,59 0'00 InxTower rib� Shear", BU 876994 1 of 1 SSOE Group Project Rate 320 Seven Springs lrera, sttrde x.50 016-00010-00 16:28:05 12/03/15 13remn ...o l„ J;' ,, Client Designed by Pane., (615) 661-7585 CO 1223 FAX: (615) 661-7569 MM110MR, • Lotid Vertical Shear", Shear,, Overturning Overturning Torque Combination Alement; Af, Alonlent,; 4,4; l,)e ad C)nly 6.95 (.00 0.O0 0,24 -0,75 0.00 1,2ikad+l,6Wind 0(leg -No 8.34 0,00 -8.:57 -33609 -0+06 4),00 lee 0 9 Dead+•1.6 Wand 0 deg - No 625 0,00 -8,57 -334.30 -0,04 4).00 Ice 1,2 lkaad+ l .6 Wind 30 deg - No 8.34 4.29 -7.42 -291.03 -168.64 _0,01 Ice 0.9 Mad•+ i .6 W+nd 30 deg - No 6.25 4.29 -7,42 -289.56 -167,73 _0,01 lee I.2iie+ad=.2.6 Wind60deg -No 8,34 7:44 4,28 -167.90 _292.115 -002 Ice 0.9ilead¢-16Wind 60deg -No 6,25 7.44 4,28 -167.O9 -290,49 4),02 Ice 1.2 I?sada 1,6 Wind 90 deg -No 8,34 8.59 0,00 0,29 -3.37.22 4).02 Ice 0.9 Ikaad+l .6 Wind 90 deg - No 6,25 8.59 0.0() 022 -335.42 4:1,03 Ice. 1.2 Dead '+ 1.6 W ind 120 deg - 8.34 7.44 4.29 168.501 -292,08 -0,02 No ice 0,9 Mad t 1.6 Wind 120 deg - 625 7,44 4.29 167.54 -29().52 -0,02 No Ice 1.2 Fk ad+l .6 Wind 150 deg, - 8.34 4.29 7.42 291.61 -168.64 4101 No Ice 0.9 Ikad+l .6 Wind 150 deg - 6.25 4.29 7.42 290.001 -167,73 _W)l No Ice. 1.2 Dead+1.6 Wind 180 deg - 8.34 0,00 8.57 :336.68 -0,06 0,00 No Ice (i.9 ikaad+1.6 Wind 180 deg - 6.25 0,00 8.57 334.83 4),04 0,00 No lee 1.2 Dead -+1.6 Wind 2 £ 0 deg, - 8.34 -4.29 7.42 291,61 168.52 0.01 No ice 0.9 Deaad+l .6 Wind 210 deg - 6.25 -4,29 7.42 2901.00 167.65 0.01 No lee 1.2 I)ead4-1.6 Wind 240 deg - 8.34 -7.44 4.28 168+19 291.93 0,02 No Ice 0.9 Dead+l.6 Wind 240 deg - 6.25 -7.44 4.28 167.52 290.41 ().02 No Ice 1,2 D aad+1.6 Wind 270 deg - 8.34 -8,59 0,00 0,29 3:37.11 0.02 No let 01.9 Dead+1,6 Wind 270 deg - 6,25 -8.59 1).00 0.22 335.34 0,03 No Ice. L2 Dead+' 1.6 Wand 300 deg - 8.34 -7.44 4,29 -167.92 291,96 002 No lee 0,9 Dead +1.6 Wind 300 deg - 6.25 -7,44 4,29 -167.10 2110.44 0.02 No Ice. 1,2 Bkad'+1.6 Wind 330 deg - 8.34 -4,29 -7,42 -291.03 168.42 0.01 No Ice: 0,9 Dead '+1.6 Wind 330 deg - 6.25 4.29 -7.42 -2439.56 167.65 0,01 No Ice 17ead+ Wind 0 deg - Sexy ice 6:95 0.00 -2.18 -84.99 405 -0,00 Deaad+-Wind 30 deg - Service 6.95 1.09 -1,89 -73.57 42.76 -0.00 Dead +W nad 60 deg - Service 6.315 1.89 -3.09 42.37 -74.03 -0.() 1 I)caad+Wind 90 deg . Service 6.95 2.18 1,).00 0.24 «85.48 -0,01 Dead +Wind 120 deg -Service 6,95 1.89 1.09 42.86 -74.04 -0.01 Dead+Wind 15() deg - Service 6,95 1,09 1,89 74.06 -42.76 -0,00 >exad+Wind 180 deg - Service 6,95 0.00 2.18 85.48 -0.05 0,00 Dtad+ Wind ? 10 deg - Service 6.95 -1.09 1.89 74,06 42.67 0.00 Deead+-Wind 240 deg - Service, 6.95 -1,89 1.09 42,86 73.94 0.01 InxTower..Job i'V3JFa7ber` Sum gf,4tr77fied Forces Force Page Srartd gfReactions ,n,o n, 7t7fNP"prd_Ce w.w. 11876994 Load 12 of 15 SS r(mp Project VV py Elate 320 Seven Sj)rirdg+ €in', Suite 350 C"e>rz h 0116-00010-00 A 16:28:05 12/03/15 Brentwood, TY Client K Designed by Phone: (615) 661- 7585 t>.95 CO C1.0C1 15228 r","." (6151661-7569 I.t t).f.)(PC} 0 2 0.(?0 4.34 Load ad 1 er°tical Shear, Sherafa, Cher"taarning Overturning 7urt7draa C'onibintation 3 Ml9a7fent,, Xt, Moment, Al,, -8,57 (J.1)i) 615 8+.57 0.000111MO 4 17aad+4Srind 270 deg - Service _2.1.. 6.95, #3 0,00. _ 0,24 8538 t7.ti1 C3ead4-Wind 300 deg _ Service 6.95 -1.89 -1.09 42.38 7395 0.01 Dead+Wind 330 cue -Service 6.95 -1.09 -1,89 -73.57 42.67 0.0{) L.{>C1d Converged? i'V3JFa7ber` Sum gf,4tr77fied Forces Force 1 Uaa4flirdCatPLin Srartd gfReactions ,n,o n, 7t7fNP"prd_Ce w.w. Gtt"er'Gtr1Ge: .- Load PPV f'1° 1'2" VV py 7'f %Error. C"e>rz h K A K K K K 1 0,i?0 t>.95 X C1.0C1 6.95 t?.017 t).f.)(PC} 0 2 0.(?0 4.34 -8.57 0,00 5.:34 &57 0.00(}% 3 0,00 -0,25 -8,57 (J.1)i) 615 8+.57 0.000111MO 4 4.29 -834 -7.42 429 8.34 7.42 0,000,1,0 5 4.29 -6,25 -7,42 -4,29 6,25 7.42 0.0430% 6 7,44 -8.34 428 -7.44 8.34 4.28 0.0000,E 7 7.44 -6.25 -4.28 -7.44 6,25 4.28 0A)0{)�'r3i 8 8.59 -8.34 0.00 -5,59 8.34 000 0,000% 9 8.59 -11.25 t;).00 -4.59 6:25 0:00 0,000% 10 7.44 -8.:34 4.29 -7.44 8.34 4.29 0.i100r"r'c� 11 744 -6,25 4.29 -7.44 6.25 -4.29 0.000"r"r, 12 4.29 -8.34 7.42 -4.29 8,34 -7.42 0.000% 13 4.29 4i.25 7.42 #4.29 6.25 -7.42 0.000% 14 0.00 -4.34 8.57 0,00 8,34 -&57 0.t?f.?0% 15 0,00 -625 8.57 0.00 6.25 -8,57 C}. M/0 16 4.29 -8.34 7.42 4,29 4,34 -7.42 0.t:}00% 17 429 -6,25 7.42 4,29 6.25 -7.42 0.000% 18 -7.44 -8.34 4,28 7,44 8.34 4.28 0.000% 19 -7.44 -6.25 4,28 7.44 6.25 4.25 0,000% 20 -&59 -8.34 0,t}0 8.59 8434 1.),00 0.000% 21 -859 4i.25 0,001 4.59 6,25 0,00 0.000910 22 -7.44 -8,34 4.29 7,44 8.34 4.29 0 000% 23 -7.44 -6,25 4.29 744 6.25 4.29 0,000% 24 -4.29 -8.34 -7.42 4.29 8.34 7.42 0.000% 25 429 -6.25 -7,42 4.29 6.25 7.41 (}.i)Ot?% 26 0,00 -6,95 -2.18 0,00 6,95 2.18 0.000% 27 1,09 -695 -1.89 -1.09 6.95 1.89 0.000% 28 1.89 -095 -1,09 -1.89 6.95 1.09 0.t100`330 29 2,18 -6.95 0.00 -118 0.95 0.00 0.000% 30 1.89 41.95 1,09 -1.89 6,95 •1.09 0.000% 31 1.09 -695 1.89 -1.09 6.95 -5.89 0.000% 32 0,00 -0.95 2.18 0.00 6.95 -2.18 0,000910 33 -1.09 -31.95 1.89 1.09 6.95 -1.89 0,000°oar 34 -1.139 -6,95 1.09 8.89 6.95 -1.09 0.000" 35 -2.18 -6.95 0.00 2.18 6.95 0,00 0,000% 36 -1,89 -695 -1.09 1,89 6.95 1.083 0.0000% 37 -1,09 -6,95 -1.89 1.09 6.95 1.89 0.000% L.{>C1d Converged? i'V3JFa7ber` Displacement Force 1 Uaa4flirdCatPLin {7 1 4'Ci S n. � ,n,o n, 7t7fNP"prd_Ce w.w. Gtt"er'Gtr1Ge: .- .. �. 1 q n wwm., .. ,.-.. 4 0.00050501 0.00000001 2 Yes 4 0.00000001 0.00000586 Section Elevation Job L t r, Page 13 of 15 A 11„ OP,F Ratio BU 676994 SSOEGromp Project Date f", 016-00010-00 16:28;05 12/()9/15 320Seven S'prlags i'{ixe, Smite 350 trz" 1 K TP;a Brentwood, TN Client TP 5 D Designed by OD Phone.' (615)661-7.55'5 -2,25 600.47 CO 15228 39-34(2) FAX: (615) 661-7569 5.00 0.00 0.0 19,2914 3 Ye's 4 0.00000001 O,(} 003068 6.7xI5,8xO.1875 4 Yes 5 OM000001 0.00004413 673,94 5 Yes 5 O? O(X)00001 0.00001900 0.00 6 Yes 5 0 00000001 000004445 1.5 7 Yes 5 0.000I50001 tk.d)(001923 10.8982 8 Yes 4 0.00O(N1001 Gi.t){I006716 I'M 9.4xI8.5x0.1875 9 Yes 4 OV)00000( 0.00003221 784.13 10 Yes 5 ().00000001 0.00004432 (}.00 11 Yes 5 0.00000001 0,00001911 L8 12 Yes 5 0,0000001 0.00004463 21.11861 13 Yes 5 0.0000(}001 0.00001927 l P20.435x19.535x0.35 14 Yes 4 0,00000001 0,00006604 1530A9 15 Yeas 4 0.000(7 OO 1 000003074 11,00 16 Yes 5 0.011000001 0,00004159 1,.11 17 Yes 5 0,00000001 0,00001926 23,1197 18 Yes 5 0,000000071 0,00004429 19 Yes 5 0.000(X)()O1 OM001910 20 Yes 4 0,00000001 0.00000714 21 Yes 4 0:0(0 0001 0,00003220 22 Yes 5 0.()0000000 0.00004441 23 Yes 5 0.00000001 0,00001 922 24 Yes 5 0.00000001 0,0}00)4409 25 Yes 5 0,00000001 0.00100 1 9 06 gra Yes 4 0.00()(X)001 0.01:1000001 27 Yes 4 0,000)0(001 0.000048611 28 Yes 4 0.000000111 0,00004938 29 Yes 4 0.00000()01 0,00000001 30 Yes 4 0,000(7000I 0.00004932 31 Yes 4 0.00000001 0.0(}005002 32 Yes 4 0.00000001 0,00000001 33 Yes 4 0.0()0)00001 0.00004987 34 Yeti 4 0.00000001 0.00004919 35 Yes 4 0.0000001)1 0.000)00)01 aft Yes 4 0.0)000001 0,00004925 37 Yes :4 0.00000 00 0.00004847 Section Elevation S€<e L t r, KAr A 11„ OP,F Ratio Nt0, f", .ft ft 11 trz" 1 K TP;a 1.I 44-39(l) TP 5 D 0.00 OD 8.7558 -2,25 600.47 0.004 L,2 39-34(2) TPI5,8xI4.9x().1875 5.00 0.00 0.0 19,2914 4,40 637,20 0.007 1..3 34-29(3)'Till 6.7xI5,8xO.1875 5 D 0.00 0.0 9.8270 -5.80 673,94 0.000 1,.4 29-24(4) TI) 5.00 0.00 0.0 10.3626 4).13 710.67 0.009 1.5 24-19(5) 1'PI8,5x17.6x0,1875 5.00 0,00 0.0 10.8982 -648 747.40 0.009 L6 19-14(6) I'M 9.4xI8.5x0.1875 5.00 00;) 0.0 11.4334 -6.136 784.13 0,009 L7 14 - 13.5 (7) TPI 9.49xl9,4x0.1$75 0.50 (}.00 0.0 11.4874 -6.90 787.81 (,1.0()9 L8 13.5- 13.25 (8) TP 0.25 0.00 0.0 21.11861 -6,93 1487.23 0.015 L9 13.25 - 8,25 (9) l P20.435x19.535x0.35 5 D 0.00 0.0 22.3124 -7.46 1530A9 0.01)5 1.10 8.25 - 3.25 (10) TTP21,335x20 4350,34.38 5.00 11,00 0.0 22,9028 -4,00 1570.67 0.005 1,.11 3,25-0(11) T P21 92.x21,335x0,3375 125 0.00 0.0 23,1197 -8.33 1585.55 0,005 Jib Page Wx Tower BU 876994 14 of 1 SSOF Group Project gate 320S€ven Springs Itay, Suite 350 016-00010-00 16;28:05 12/03/15 Brentsa^c od. 7'N Client Designed by Phone: (615) 661-7•:385 CCI 15228 F"AA", (615) 661-75659 Pole • BendingDetignD.tO Sect(rrx Fl v zttorz Size .i1:_x "It , %'crtatr 49�v M 6,11;,r. Rx'rtrcz "4'`O, ti'Ca. t're .3$;,. 1`rr lar T. A1.11 Stress kio-It h Ji �f kfla 17 kip -It At 111 44-39(1) TP]4,9xl4xO.1875 25.67 180.79 01.142 0.001 280.79 0;000 1,2 39-34(2) TPI 601.79 2013.73 0.298 01.00 203.73 (1.00(.7 1.3 34-29(3) TP16.7x15.80,1875 97.93 228.04 0.429 O.00 228.04 0.000 L4 29-24(4) TP17.6xl6.7x0.1875 137.88 253.73 1;.543 0}.00) 253.73 O,000 1-5 24-19(5) 'm 8.5x17 6x01.1875 178.38 280.78 0.635 03.40 280.78 07.001() L6 19-14(6) "171'19.4;x185xO.1875 219.38 309,21 0.709 0.00 309,21 0,000 1,7 14 - 13.5 (7) ITI9.49al9.4xO.1875 223,50 312.12 0,716 0.00 312.12 O,000 L8 13.5 13,25(8) TPI 9.535xl9.49xO,3563 225.57 5811.36 O,389 0,00 580,36 0'(0) 1..9 13-25 - 8.25 (9) TP20.435x19 535x(1.35 26T20 626.04 0.427 (1.010 626.04 O'000 (..101 8.25 - 3.25 (10) 1'P21 335x20 435x{1.3438 309,44 672.301 0.460 0.(70 672.30 01.000 LA 1 3,25-0(11) 1"P21.9201 335x0.3375 337.22 698,29 0.483 O,00 698.29 0.0'100 Section Elevation Si:e Actual 01;r Ratio Actual 07-" Ratio Ala ti'Ca. t're .3$;,. 1`rr lar T. T. Stress i-1 ,n 44-39(l) . "iP34,9x19 t7.1475. 3,78 30124 0.013 O'00 36102 0,000 L2 39-34(2) TP) 5,8x I4 9xO,1875 6,71 31&60 01.021 0.01 407,96 0.000 13 34-29(3) TP) 7.93 336.97 0,024 0.02 456.65 0.000 L4 29-24{4) TP17.6xl6.7xO 1875 8,05 355.33 0.1)23 0.02 508.08 0.000 1..5 24-19(5) "1TP18 5x17.6eOA875 8 16 373,70 0.022 0,02 562,25 0,000 C.6 19-14(6) TP19.4x18,5xOA875 8..25 392,07 (1.021 0,02 619,17 0.000 L7 14-13.5(7) TP19.49x19.4xO.1875 8.26 393:9(} 0.021 O,02 625.01 0 000 L8 13.5 - 13,25 (8) T11I9.535x] 9.49xO.3563 8 26 743.62 0.011 0.02 1162.14 0.000 1..9 13.25 - 8.25 (9) T112O.435x 19.5350.35 8.39 765.011 0}.0711 Q02 1253.63 0.0700 1.10 8.25 -3,25 (10) TP21.335x210435x03438 8.51 785.34 0,011 0.02 1346,24 0:1.00101 1,.11 3.25-0(11) TP21 92x21.3350,3.375 8.59 792.77 0,011 0:02 1398.28 0.0{70 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb, Allow, Criteria ti'Ca. 7' .3$;,. 31,., Y"r T. Stress Stress 0 a Ratio Ratio � � 1:1 44-39(t) .. 0004 .. 0.142 (1,00(7 0,0313 0.0100 � 0.146 1.(7010 4,82 L2 39-34(2) ().01)7 0,298 03.0100 0.0121 01.000 0306 1.(7010 4.82 1..3 34-29(3) 01.009 0.429 ().000 t7M4 0,0070 0.439 1.000 4.8.2 1.4 29-24(4) 0.009 0..543 0,0001 0.023 0.000) 0.553 1.000 4,8.2 1.15 24-19(5) 0.009 0.635 0.()00 0.022 0000 0.644 1,000 4.8.2 J Elevation (ft) WxTower Job Critical Element % Capacity Pass 1 FailTye 44-39 Pole TP14,9x14x0.1875 PageBU876994 14n6% Pass 39-34 Pole TP15.8x14 9x0 1875 Pole 30,6% Pass 34-29 15 of 15 TP16 7x150 8x0 1875 Pole Project Pass 29-24 Pole TP17 6x16 7x9 1875 Pole 55.2% Rate y 24-19 mz Group TP18 5x17 6x0 1875 Pole 64A% Pass C w,µw 19-14 Pole TP19«418 5x0.1875 Pole 320 Ses era .4°pr ira c f lqy, .Suite 350 14 115 Pole TP19 49x19 4x918"75 016-00010-00 72,5% Pass 16;28:05 12103115 Brentwood, "i''3' Client 13.5 1315 Pole +: Relnf. TP19«535x19 49x1 3563 Reeinf, 1 ien lan Rupture 66A% [resigned by w Phone: (615) 661-7585 „.xv.x+:x.x..,«..«rv..w,....... w.n..x..„, , »w (; cl 1325 8.25 Pole + Relnf. TP20 435x19 535x0.35 15228 73.3°fir � FAX: (10 15) 661-7569 8,25-3.25 Pole + Reinf TP21 335x20 435x6 3438 Re1nf. 1 Tension Rupture n 79.3% Pass 3.25-0 S�uhon Veration Ratio Ratio Witiu Ratio Ratio Comb, AJkm% (°riferia IVO, t'„ AI- All", T'afi T. Stress Stress �Pa, Rtntarceent htatio Ratio _ 1.,6 1 1(4 (.6) .. G.f) 9 19-14(6) 0.709 OVX) w 0,021 �0.000 mm 0 714 _.. 1,000 4,8,2 L7 14- 13,5(7) 0,009 0,716 0,000 0.021 0.000 0.725 1.4" O 4.8.2 E.8 115 - 13.25 (8) 0,005 0.3119 0,000 0.011 13.000 0,393 1 MO 54.4.2 L9 13.25 - U5 (9) 0,005 0.427 O.t)t10 0.011 0.000 0.432 1.0E}0 4.8:2 1,10 8,25 - 3.25 (10) 0,005 (1.460 0.00t} 0.011 0,000 0.465 1.000 4.8.2 1.111 3,25-0(11) 0.005 0.483 0.600 0.011 0,000 0.488 1.100 4,8.2 J Elevation (ft) Component Size Critical Element % Capacity Pass 1 FailTye 44-39 Pole TP14,9x14x0.1875 Pole 14n6% Pass 39-34 Pole TP15.8x14 9x0 1875 Pole 30,6% Pass 34-29 Pole TP16 7x150 8x0 1875 Pole 43.8% Pass 29-24 Pole TP17 6x16 7x9 1875 Pole 55.2% Pass y 24-19 Pole TP18 5x17 6x0 1875 Pole 64A% Pass C w,µw 19-14 Pole TP19«418 5x0.1875 Pole 71,8% Pass 14 115 Pole TP19 49x19 4x918"75 Pale 72,5% Pass 13.5 1315 Pole +: Relnf. TP19«535x19 49x1 3563 Reeinf, 1 ien lan Rupture 66A% w wxw „.xv.x+:x.x..,«..«rv..w,....... w.n..x..„, , »w .Passu 1325 8.25 Pole + Relnf. TP20 435x19 535x0.35 Remf. 1 Tension Rupture 73.3°fir � Pass xmm.. 8,25-3.25 Pole + Reinf TP21 335x20 435x6 3438 Re1nf. 1 Tension Rupture n 79.3% Pass 3.25-0 Pole+ Rernf TP21»92x21 335x0.3375 Relnf. 1 Tension Ruptures 82.8% Pass a y ��+pyy�ryp� u F t 1! KGt4 Y M,nu.,.mm.w.m,..5 mmW Pale72_.5% .x �x ,n Pass AMw Rtntarceent 82.8°fa 82,8% F"aSS Program Version6.1.4.1 - 12118/2013 File:C:!User,%/15228/DesktopfFowers'SVO]6-00010-00,1876994/orTing/]'ly1d876991_..1tiodifed.eri .. I � !i I !It + t "` rr �r s • . � � k \ 0 0 . \\ \�ƒ \ƒ � I =;; 1 11 � M 41F M CC[pole - version 2.4 Page 2 Analysis Date: 12/3/2015 INX S-gctigp F!px:!ccs- I Mpole - version 2.4 Page 3 Analysis Date: 12/3/2015 CCIpole - version 2A Page 4 Analysis Date: 12/3/2015 Addifignal CalcUlafignS Cl ole - version 2A Page 5 Analysis Date: 12/3/2015 Horizontal Weld N/A bia v.[in Thick:# # Wlin Grad L # of Side "-- 110ksi1� 1 00111011 Pole Results Base Reactions Y� I A,ch.,s I t Qy/4 TwdZ C K N C, 5 TIA ReViiioii�' A,,0—, Tyv, Factored Moment, Mu: 11 ft -kips -rig, WE- Factored Ax 1, Pu� [kips Anchor Rod Data Factored U�l Q10 Dia Rod Mated, Yield, F NINON Strength, F 11111101 Bolt circl=10111113011 r "n . . . . . . . . . . . . . . . . . . . . . . . W=Sjd Thick: Grad L Clip Distan Horizontal Weld N/A bia v.[in Thick:# # Wlin Grad L # of Side "-- 110ksi1� 1 00111011 Horizontal Weld N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/Fv)"2: NIA Plate Tension+Shear, ft/Ft+(fv/FV)A2: N/A Plate Comp. (AIS C Bracket), N/A Pole Results Y� I A,ch.,s I t Qy/4 TwdZ C K N C, 5 A,,0—, Tyv, h..au7t£ eh 100� NAV w— D R Fp San'm co—e' NUMMESEE= i 1 mmmm��� CCIplate 1.5 - Square Base F -G 1.2, Effective March 19, 2012 Analysis date: 1213/2Q1 ----- (Yr4ck Shin hirci ,v . _._....... , _ ....,. _ 1-11- - Ratio -- Ratio Check Provided Required Combination - ,-FFQoml; — Stability Load Combinations G .. V Ci 0;36 X Flexure (-Z(.:..: 38254 in k 9361 in k ,"0.00€ XFlexure (+Z) 38254 ink 2.2.81in�k ,x"0,020 Z Rexure (-X) 39561 in* 803.1 in k W 0.420 Z Flexure (+?() 395£1 in k 803.9 in k ,x`0.000 Shear (-Z) 443.9 k 0 k -/0,000 Shear (+Z? 413.0 k 0 k V'ODOO Shear ( -X) 458:5k 0k V 0 000 Shear (+X) 456.5 k 4 k ,/0163 Punching Shear 164 3 psi 26 84 psi --•- Pedestal -�-�- V 0 "at 5333 k.:. 30384 k V0154 Biaxial Bending 0154 1,000 a"0.015 Shear X 586 2 k 8.59 k ,r° 0.DDO Shear Z 586,2 k 0 k y rn Load Set Combination Type P MX Utz VX Vz Overburden Footing Weight Tower Reactions Strength 30.84 k 4047 ink 0 in k 8 59 k 0 k 450 psr 79 38 k _.,..,__ _.,... w_ ....... _.. __._ __.,._. _., ,,. 66 ....... ......_ ___w,._ _ - Thursuay 12{p3{i5 4.3A ph9 i Buridng Codec IBC 2012 Strength Load Combinations PBC 2012 (°Strength) Stability Load Combinations G ASCE 7.10 (ASD) Concrete Weight 1 150Ihm, Panne beta (far beeiai) 0,65 &ndude kyifing weight in strength bearing pressure Yes indude rnearburden in strength rearing pressure i i ----------------- .__._._ _ Yes t Load Set Combination Type P MX Utz VX Vz Overburden Footing Weight Tower Reactions Strength 30.84 k 4047 ink 0 in k 8 59 k 0 k 450 psr 79 38 k _.,..,__ _.,... w_ ....... _.. __._ __.,._. _., ,,. 66 ....... ......_ ___w,._ _ - Thursuay 12{p3{i5 4.3A ph9 lipillijilill '1111111111 11 111111111111 Jill I F11 ;�Ill Jill 11111111 11111 111111mv 111111111111 11JILAIME�* MEM= Site Data 876994 Site Name: THE GRANGE Ape #: 320957 R,v. I <---Disregard Pier Dist, Above Grade: Pad Bearing Depth, D:1111� Pad Thickness, T: I PVU ad Width=Length, L n Enter Pier Side Width� Concrete Density: Pier Heightd iit #i Im Passive Force Vu), Strength Rduct. factor, Angle of Friction, V I Und-min P Allowable Bearing: (�*qn:!�� Factored 03, M(WL), I Passive Pres, Co;ff" �pj��l Im Passive Force Vu), m. 4>(Passive Pressure Moment Factored 03, M(WL), I .Factored OT fMkA'-Mso'l) MI M -1m, IN M Mot P rI 11=0 I Factored DL AxW, PDu: Factored WIL Axial, PWw Factored WL Shear, Vw Factored WL Moment, Mu- am M Jill 1111111 1 . .. . ..... .... 1="1213+1�6W` (Kips) Factored "I.Wr'IIID vertuming Moment (MW-Msoll), MI ,,i = 1TJ1/P1 2,57 ft t Orthogonal qu= 2,80 ksf qu/(�*qn Ratio= 53.41% Pass =2 = (01071V11)/P1 Diagonal qu= 331 ksf qu/4)*qn Ratio= 63.08% Pass Orthogonal ecc3 = M2/P2 = 2:63 ft Ortho Non Bearing Length,NBL= 525 ft Orthogonal qu= 236 ksf Diagonal qu= 2,82 ksf lcapaRating MIN CASTLE ffm AR-pu9mm T—MOBILE 2323 DELGANY STREET DENVER, CO 80216 UNIA.M. JOHN WABISZCZEWICZ (303) 313-6930 IQWLR--QWA&. CROWN CASTLE 116 INVERNESS DRIVE EAST. SUITE 280 ENGLEWOOD, CO 80112 LATITUDE (NAD83): 39' 45' 38.600' N 39,76077 105* 08' 27.600' W —105,141W JEFFERSON KONING JURISDICILM- CITY OF WHEAT RIDGE GRANT STEINHAUSER (720) 450-3009 1 T-MOMLE PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS OIDILITD, REMOVE AND REPLACE (3) EXISTING PANEL ANTENNAS INSTALL (3) NEW FRED s & (2) JUNCTION BOXES ON NEW H -FRAME INSTALL (2) NEW 2�00NIDUITS INSTALL BREAKERS IN EXISTING DELTA POWER SHELF 12700 W. 32ND AVE. WHEAT RIDGE, CO 80033 MONOPOLE TOWER ALL WORK SHALL BE PERFORMED AND MATERLALS INSTALL IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1, INTERNADONAL BUILDING CODE (2012 IBC) 2' TIA—ELA-222—G OR LATEST EDITION 3* NFPA 780 — LIGHTNING PROTECTION CODE 4' 2011 NATIONAL ELECTRIC CODE OR LATEST EDITION 5ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT Ebm6NS 6' CO BUILDING CODE 7' LOCAL BUILDING CODE & CITY/COUNIY ORDINANCES APPROVEDO A- DATE'. - Know whars WOW. COMMNTS*. 0 y u dig. w"'cona I.Com waffluamlifflia UT a ]IMobilew T-MOEILE 2323 Debegany Street Denm' DO 80216 PLANS PREPARED BY: I IN F I' 1 (03 "T/ FROM ZERO TO INFINIGY the solutions ore endless 7301 Federal Blvd, Suite 101 wesifninster, CO 80030 Office is (303) 219-1178 Fox # (303) 2424636 JOO *AM W—WO rAA--Tjd ENGINEERING LICENSE� DOCUMENTS ARE CONFIDENTIAL AND ARE FTHESE THE SOLE PROPERTY OF T-MOSILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REMSTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENTOFT-NIOBILE. m oil WIN m MM �.JPRINT YOUNGFIELD DN03043A MEN am am 876994 am am am ... W. 312IND AVE. am �JI2700 EA,r RIDGE, CO 80033 am amTITLE iii SHEET & am PROJECT DATA am am MIME= amIIIDIIII am III EXISTING T-MOBR-E METER & DISCONNECT EXISTING I-MOWLE PROPOSED r -MOBILE H -FRAME (SEE SHEET A-4. DEIAX 3) ED T-MOSILE F&B MC PROPOSE UsVIED TO NEW H-FRAW (rM OF (3)) (SEE SWEET A--4 DETAIL 2) INSTALL 8REAKERS IN EVVING DELTA ti j3 SHELF (CONTRACTCR TO WWII` QUANTITY & SIZE OF REQUIRED BRbWM ARE PROWDED 0 FOR EVS77NO & PROPOSED EQUIPMENT) F-1 EXISTING T-MOISLE PURCELI SITE SUPPORT CABINET � EXISTING COVP MOUNTED I TO EXISTING H-FRAVE--- I EXISTING T -MOBILE FCOA CABINET ....... . ... . IN EXISTING CARRIER CONCRETE EXISTG T-IXOSILE EQUPMENI PAD (TYP) 24 RAC CABINET EXISTING I.MUTY P. -FRAME (TYP.) m EXISTING MONOPOLE EXISTING CARRIER ICE BRIDGE (TYR. ) EXISTING CARRIER EQUIPMENT CABINET (TYP.) . ......... EXISTIOG CARRIER STEEL EQUIPMENT PLATFORM EXISTING I -MOBILE A, -6,X18-6, CONCRETE, PAD 1 7 EXISTING T -MOBILE CABLE 'TRAY Teti "J 0 PREPARED BY INFINIGIT 9 FROM ZERO TO INFINIGY the solutions or* endless 7301 Federal Blvd, Suite 301 Westminster, CO 80034 Office # (303) 219-1178 Fax # (303) 242-8636 J% KAM 3$2-M mm THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE, R"MON& *Mobfle . ... ........ T-MOE4LE 02/16/16 KW 0 2323 Defegany Street IL __ Dolm, CO 60216 0 PREPARED BY INFINIGIT 9 FROM ZERO TO INFINIGY the solutions or* endless 7301 Federal Blvd, Suite 301 Westminster, CO 80034 Office # (303) 219-1178 Fax # (303) 242-8636 J% KAM 3$2-M mm THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE, R"MON& DESCRIPTION DAT'E 0V REV . ... ........ 02/16/16 KW 0 EXISTING FENCED SITE NAME: SPRINT YOUNGFIELD EQUIPMENT COMPOUND T -MOBILE SITE DN03043A CROWN CASTLE SU 876994 - PROVED. SITE ADDRESS' 12700 W, 32ND AVE B*.- WHEAT RIDGE, CO 80633 DATEO SHEET DESCRIPTION: 1.5' 0 1,5' 3' 6' SITE PLAN N FEET) SCALE. 22*.34SHEET I' X-0 SH NUNISEk .--,S�0a"07* SHEET I" 1^ 0. L6 _0 IF SCALE., AS NOTED F1 A-1 0 os z z z Gni EXW,NG LIGHTNING ROD EX4STINO CARRIER PANEL ANTENNA (TYP.) EXISTING T -MOBILE PANEL. J �EXIS77NG T-MOME PANEL ANTMNA TO ANTENNA TO REMAIN P. BE R04OWD AND RMACIED (TW OP OF (1) PER SECFOR, SE CTORS TOTAL)------ -R SECTOR, (3) SfCr0RS TOTAL) - (1) P, EXISTING T ­MOBILE PPC CABINET (TYP.) EXIS TINC T--MO8K.E COVP— EXISTING T -MOBILE EXISTING FENCED FCOA CABINET— EQUIPMENT COMPOUND I EkSTING i T -MOBILE i 1 24 PAC CABiNEI--i EXISTING T -MOBILE PANEL ANTENNA 70 REMAIN (TYR, OF (1) PER SECTOR, (3) SECTORS TOTAL) — a EXISTING FENCED EQUIPMENT COMPOUND EXISTING LIGHTNING ROD EMSTMG CARRIER PANEL ANTENNA (TYP,) 1� EXISTING T -MOBILE PPC CASNET (TYP') PROPOSED T-MOBILEH-FRAME (SEE SHEET A-4, DET41L 3) ---1 EXISTING T--MORLE PURSELL SITE SUPPORT CABINET - EXISTING T ­MOBILE COVP EXiSTING T­MODLE FCOA CABINET EXISTING T_-MQBR,_F 24 RAG CABINET_D T-MOMLE 2323 Delegany Street oo_e' 0080,16 PLANS PREPARED S UI II�NIMI INFINIGYII NI8 FROM ZERO TO INFINIGY the sotuflons are endless 7301 fedeW Blvd, Suite 301 Wastmingte" DO 80030 Office # (303) 2 19-1178 Fax 9 (303) 242-8636 aMAMER V12 -M AF AF C R THESE DOCUMENTS ARE CONFIDENTIAL AND, ARE THE SOLE PROPERTY OFT -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MC rSITENAME� SPRMT YOUNGFIELD T4,40SILE SITE #;. D 03043 CROMCASTLE SU#• 876994 SITE ADDRESS. - 12700 W. 32ND AVE. WHEAT RIDGE, CO 80033 SHEET DESCRIPTION; TOWER ELEVATION & CABLE ELEVATION EXISTING •T -MOBILE TMA TO REMIHN (TYR OF (1) PER SECTOR, (3) SECTORS TOTAL) (AZ=340') ALPHA SECTOR T« MOBILE COVF` (AZ=220') x (AZ=34W) EXISTING T --MOBILE DIM EXER ALPHA SECTOR TO REMAIN (TYP, OF (2) PER A14DOR SECTOR, (3) SECTORS TOTAL) MONOPOLE TOWER TMA (QTY/MODEL) AZIMUTH DOWNTILT --i— EXISTING T --MOBILE PANEL, ANTENNA TO REMAP4 (TYP. EXE SITING T -MOBLE OF (1) PER SECTOR, (3) FXF8 (TYP. OF (2)) SECTORS TOTAL) (AZ=340') ALPHA SECTOR T« MOBILE COVF` (AZ=220') x POSITION GAMMA SECTOR TECHNOLOGY ANTENNA MODEL # A14DOR 0 . ry. (REMOVED) MONOPOLE TOWER TMA (QTY/MODEL) AZIMUTH DOWNTILT --i— RAD CENIER FEED LINE TYPEAENGTH EAS"PNG 1 --MOBILE FRIG 10 ,REMAIN (_n?. OF (1) PER SECTOR, (3) SECTORS TOTAL)— ENS17NG T-M0811f PANEL ECHAWCA,. ELECTRICAL AN rENAIA 70 BE AS(OVED AND (AZ=,220') REPLACED (I)P, OF' (1) PER GAMMA SECTOR SECTOR (J) SIECTORS TOTAQ—" LIE A W5,4 TE 700 (A7- 1001 BETA SECTOR 0* - TRUE NORTH I NO SCALE Lk M�QNMENI L02JU17P lFl t tai RADIO MODULE (F XFB/FXFC) SOAR d77 77 FRIG m TMA/DIPLEXER u EXISTING T-MODLE TMA TO REMAIN (TYP. OF (1) PER A3 SECTOR, (3) SECTORS TOTAL)_\ ALPHA _._ (AZ - S3401 A2 Al (AZ -3W) ALPHA SECTOR ',t t �Iulu EMSITING T--MOaLE FXFB (TYR OF (2))_J1 G3 (AZ -220) GAMMA SECTOR G2 T--MORLE COVP ,—EXISTING T -MOBILE DIPLEXER TO REMAIN (TYR. OF (2) PER SECTOR, (3) SECTORS TOTAL) 81 (AZ -100') BETA SECTOR MONOPOLE TOWER m EXISTING 7 --MOBILE PANEL ANTENNA TO REMAIN (TYP, OF (1) PER SECTOR, (3) SECTORS TOTAL) EXISTING T -MOBILE FRIG TO REMAIN (TYP, OF (1) PER SECTOR, (3) SECTORS TOTAL) T - TRUE NORTH ----j-, NO SCALE 2 SECTOR POSITION SECTOR COLOR TECHNOLOGY ANTENNA MODEL # A14DOR 0 . ry. (REMOVED) QTY, (NEW) TMA (QTY/MODEL) AZIMUTH DOWNTILT --i— RAD CENIER FEED LINE TYPEAENGTH ECHAWCA,. ELECTRICAL ALPHA AT RED LIE A W5,4 TE 700 SBA(HH- ID65C ANDREW I I J40* 0 416 140' Aa (1) EXISBNG EO _CAS' HYBRID CABLE LMU CAIILE* ALPHA AS RED ALPHA A3 RED GSM/UMTS PCS TMBXX--6516-A2M ANDREW 1/ETSQ0OV'S12U8 340' 0 4 f40' 'AUL EXISTING HYRRO SHARED WITH At UMTS AWS (2) 7/8" EMSTiNG COAX CABLE BETA BI BLUE LTE A WSA 7E- 700 SRVHH-ID65C ANDREW t I too, 0 314.5 X40' AG EXISTING HYBRID SHARED MTH ABOVEL EXISTING LMU CABLE* BETA 82 BLUE BETA B3 BLUE GSM/UMTS POS UNITS AWS ',MBXX--65I6­A2M ANDREW I/FTW200VS12U8 100' 0 3 ±40' AGL EX6TING HYBRD SHARED 0711 ABOVE (2) 7/8- EkSTING COAX CABLE GAMMA G1 WHITE CTE A WSA 7E 700 $6NHH- ID65C ANDREW 1 220' 0 416 140' Aa EXISTING HYBRID SHARED ON ABOVE EXiSTING LMU CABLE* GAMMA G2 WHITE GAMMA G3 AHITE GSM jt PCs S MTS PCs _7%/OS TMBXX-- TMBXX--6516-A2M 65167"" ANDREW I /E, T W2, COVET 2UB 220' 0 =4:Lt 4T EXIS-nN-G HY3R,TSHARED WITH ABOVE UMTS AIRS (2) 7/8" EXISTNG COAX CABLE *PER T -MOBILE RM; DAJTD 01107116, CONlRACIE)R IS TO IFST AND REPUAPOSE LMU CABLE rOR L 700 COAX� APPROVED: NOTE. BY: CABLE LENGTHS ARE BASED ON PROVIDED DAM' INFORMATION. CONTRACTOR TO VERIFY REG CABLE LENGTHS PRIOR TO CONSTRUCTION. muumuu SITE _1QAQffQQM1 commm.� NO 7� 4w *Mobiles T -MOBILE 2323 Delegany Street Dmw� CO $0216 -- - ------ ----- -- ---- ----- PLANS PREPARED SY� INFINIGY8 FROM ZERO TO INFINIGY the solufform ore endless 7301 Federal Blvd, Sude 301 Westmtnster� CO 80030 Office # (303) 219-1178 Fax # (303) 242-8636 X6 KWW 382-000 CROWN Ar ff a JF A SIII II I TLE, WP I THESE DOCUMENTS ARE CONFI-MOBIDLEN'NAL AND ARE THE SOLE PROPERTY OF TE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE, - SHE t"E: SPRINT YOUNGFIELD TMOBILE SITE It, DN03043A CROVAl CASTLE BU ;F 876994 SITE ADDRESS: 12700 W. 32ND AVE, WHEAT RIDGE. CO 80033 ET DESCRIPTION: ANTENNA LAYOUT & LOADING CHART PiPE ItK" EXiSTNC PIPE MOUNT FR _Vt W ANDREW ANTENNA P,/N:SBNHH-1D65C 4'-0' MAY. TO EACH POST CONTRACTOR TO VERIFY OVERALL LENGTH REQIARED TO PIIAN-VILW 1-1/2- GALA. SQUARE PIV0.0 UNP STRUT RML (12 CA,) (TYP,) COORMNATE EXAC ELEVATION 3" Elk SON 40 STAINLESS STEEL OR CAIN. PPE (TYP) /2- U --BOLT (TYP) -END CAP (TYP) B'x8'xl/2" STEEL BASEPLATE (TYP.) WITH (4) 1/2- Di A. BOLTS NTH EPDXY ANCHOR AND 4" MEN. EMBEDMENT 8'x8'xl/2' STFE BASEPLATE 0 0---- 101 40 SONLESS 3" DW ' �0 STEEL OR GALV. PIPE 0 0 END MEW I m -A, P/NFLEX( RRH 2TX 730 (FRILB) WEIGHT: 59,52 abs (WITHOUT SOLAR SHIELD AND MOUNTING SHROUD) NEW T—MOBILE H -FRAME NEW UMSTRUT SPFSNG NUT AND BOLT (TYP,)— NEW T—MOBILE FRLB NEW UMSTRUT RAIL LENGTH AS REQUIRED (TYP.)— 91 MTN, a mMobilem T -MOBILE 2323 Delegany Street De,—,C080218 PLANS PREPARED BY: INHIN11GY 9 FROM ZERO TO INFINIGY the, solutions are endless 7301 Federal Blvd, Suite 301 Westminster, DO 80030 Office # (303) 219-1178 Fax # (303) 242,8636 J00 K%W -!E-000 MLA PARTNER THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOSH1 AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBJLE, 70� IF SPRINT YOUNGFIELD DN03043A --------- - ------------ I L 876994 12700 W iiiiuii32ND AVE, W14EAT RIDGE, CO 80033 EQUIPMENT & MOUNTING DETAILS i i` « i• rv„ LAT TO REROUTE RECT,F, t t t CORRECTED 10 PLANS i . .. .. ......... . To a oMobile a 2323 Detegany Street PREPARED SYt ll■ IIIrw111M 8 FROM ZERO TO INFINIGY the solutions we endless 7301 Federal Blvd, Suite 301 Westminster, GO $0030 Office # (303) 219-1178 36 e,,. #r Iii�Nii u� � i �w IIINIINIINIINIIIIN�IUMII�IIINIIIIN�IIN BE REDISTRIBUTED r�s;,1�U THE E EXPRESS t OR # # Permit#:201400851 Issued: 01/21/2015 Stipulations: Interior Remodel - Add Consultation Room, Upgrade Fixtures and Finishes. 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. Owner: SWA WHEAT RIDGE LLC 25700 SCIENCE PARK DR. BEACHWOOD, • 44122 Contractor: David Guida 7200 MILLER PL FREDERICK CO 80504-6609 Ingil Q a . +� . r a•- .•• TBD c c Complete all information can BOTH sides of this form City of Wheat Ridge Building & Inspection Services 7500 W 29"' Ave Wheat Ridge, CO 80033 To Whom It May Concern: PAWN jrUbUt 1114UHILdUffil • LIM L-;klbttflgieteC4 MCate* aT:1Z1*U Avenue. Please contact me with any questions or concerns. mu - qmR V74TWMI�ZmVi mmf% the above mentioned tower. This analysis has been performed in amordance with the Crown Castle Sit;ctitral 'Statement of Work' and the terms of Crown Castle Purchase Order Number 902290, in accordance with application 242629, revision 1. 1100M=now MICE. I ft 14k QWIT, d Pt I I LC4: Modified Structure wl Existing + Proposed Sufficient Capacity Note: See Table I and Table 11 for the propowd and existing loading, respectively. 'V OE7r 3 based u�on a wind speed of 85 mph fastest mile. CROWN Date: August 07, 2014 CCCASTLE Lauren Brown Crown Caste 2000 Corporate Dr. 5350 North 48th Street, Suite 305 Canonsburg, PA 15317 Phoenix, AZ 85226 724-416-2000 Subject; Structural Modification Report Carrier Designation. Sprint PCS Co- Locate Scenario 2.6 8 Carrier Site Number: DNO3XCO92 Crown Castle Designation: Crown Castle SU Number. 876994 Crown Castle Site Na' e: THE GRANGE Crown Castle JDE Job Number: 293835 Crown Castle Work Order Number: 902290 Crown Castle Application Number 242.829 Rev. I Engineering Film Designation. Crown Costs Project Number: 902290 Site Data: 12700 W 32ND AVE, WHEAT RIDGE, Jefferson County, CO Latitude 39* 45' 38.6" ' Longitude -105* 8 27.6 44 Foot - Monopole Tower Dear Lauren Brown, mu - qmR V74TWMI�ZmVi mmf% the above mentioned tower. This analysis has been performed in amordance with the Crown Castle Sit;ctitral 'Statement of Work' and the terms of Crown Castle Purchase Order Number 902290, in accordance with application 242629, revision 1. 1100M=now MICE. I ft 14k QWIT, d Pt I I LC4: Modified Structure wl Existing + Proposed Sufficient Capacity Note: See Table I and Table 11 for the propowd and existing loading, respectively. 'V OE7r 3 based u�on a wind speed of 85 mph fastest mile. 8) APPENDIX D Required Modification Drawings tnxTower Report - version 6,1.4. 1 August 07, 2014 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 902290, Application 242629, Revision 1 Page 3 INERgEMOSMEM 44 44 9 '82 uuju�#. 58000 Dish 18 - _G_H 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. lllllllll1ll!!ljll'l F I in MMATM ano in ine ieliniolung efernurnS. I neSe Calutiallions are included in Appendix C. 1 010 W I - W 4) ANALYSIS RESULTS TTM IT, 71-M I , ' --- 4,) C1, - -- - ----------- - DOE[, TP15,26x14xO.1875 WAAW I , ' --- 4,) C1, 44 Ft Monopole Tower Structural Analysis Project Number 902290, Application 242629, Revision I August 07, 2014 CC/ BU No 876994 Page 5 Table 6 - Tower Component Stresses vs. Capacity 0 65,2 •a 1 Soil Interacti MV- WNIFOOr ,H TP17.78xI6. xO.1875 I� UI III�I 111 I TP I 9.04x 1 7.78x TP19.49xl 9.040. 1 i7� Reinf, I Ten # Reinf. 1 Tension R oture Table 6 - Tower Component Stresses vs. Capacity 0 65,2 •a 1 Soil Interacti MV- WNIFOOr ,H August 07, 2014 44 Ft Monopole Tower Structural Analysis CC/ BU No 876994 Project Number 902290, Application 242629, Revision 1 Page 6 am �M—q --- 3.5 Pi im mm ;;iXT FILTER raa -- 1(2) ECC1920-VPUS i AXIAL 6K SHEAR MOMENT 8 e K _ 311 kip-ft TORQUE 0 kip-ft REACTIONS - 85 mph WIND Crown Cavde BU 876994 �� � � � � III CROWN S.r 2000 Corporate Dr. stle Canonsburg Cmwn Ca , PA 153 1 - 11------..,.-,I?- J 17 Tha Foundation for a Woolen World Phone: 724 FAX: 0i ci 3 0 E L am �M—q --- 3.5 Pi im mm ;;iXT FILTER raa -- 1(2) ECC1920-VPUS i AXIAL 6K SHEAR MOMENT 8 e K _ 311 kip-ft TORQUE 0 kip-ft REACTIONS - 85 mph WIND Crown Cavde BU 876994 �� � � � � III CROWN S.r 2000 Corporate Dr. stle Canonsburg Cmwn Ca , PA 153 1 - 11------..,.-,I?- J 17 Tha Foundation for a Woolen World Phone: 724 FAX: There is a pole section. This tower is designed using the TIA/EIA-222-F standard, The following design criteria apply: 2) Tower is located in Jefferson County, Colorado. 3) Basic wind speed of 85 mph, 4) Deflections calculated using a wind speed of 50 mph. 0 # , I , : IMw - 2 5) A non-linear (P-delta) analysis was used. 6) Pressures are calculated at each section. 7) Stress ratio used in pole design is 1.333. 8) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered, ..... . . ..... Section Elevation Section Splice Number Top Bottom Wall Bond Pole Grade writ Length Length of Diameter Diameter Thickness Radius in in ft ft ft Sides in in in in 396.532 4,111 2.134 11,381 15,495 8.970 15,260 0.188 0,750. A607-60 515,249 4,486 2.356 12,564 L2 15.495 8,970 257.455 5.351 (60 ks!) L2 37'-30' 7' 0' 18 15,260 16,520 0188 0.750 A607-60 8.392 39.033 655.570 4.861 2.578 13.747 U 16.775 9.720 (60 ksi) L3 30'-23' 7" 9 18 16,520 17.780 0.188 0,750 A607-60 (60 ksi) L4 23*-16' 7' 01 18 17.780 19.040 0A88 0,750 A607-60 (60 ksi) L5 16'-13'6" 2'6" a 18 19.040 19,490 0,188 0.750 A607-60 (60 ksi) 1.6 IT13"46' r W 18 MOO 20.750 0,347 1.390 A607-60 (60 W) L7 6'6"-0' 66" 18 20,750 21,920 0.338 1.350 A607-60 fAn k, .. . ...... .. .. Section Tip Dia, Area I r C //G i It/Q W writ in in 117 in in W W in in 14.216 8 .220 � 198.136 4.903 7.112 27,859 396.532 4,111 2.134 11,381 15,495 8.970 257,455 5,351 7.752 33.211 515,249 4,486 2.356 12,564 L2 15.495 8,970 257.455 5.351 7.752 33,211 515,249 4.486 2.356 12.564 16,775 9,720 327,570 5.798 8.392 39.033 655.570 4.861 2.578 13.747 U 16.775 9.720 327,570 5,798 8.392 39,033 655,570 4,861 2,578 13.747 tnxTower Report - version 6.1 .4. 1 ME Description in in' iri in in Jn 3 in s in' in or Shield Type 409.382 6.245 9.0132 45,324 819.302 5,236 2,799 14.929 L4 18.054 10,470 409,382 6.245 9.032 45,324 819,302 5.236 2,799 14.929 CaAa (Out Of 19.334 11.220 503.793 6.693 9,672 52.086 1008,250 5.611 3,021 16.112 L5 19.334 11.220 503.793 6.693 9.672 52,086 1008250 5.611 3.021 16.112 2 19,791 99.487 540,737 6.852 9.901 54,615 1082.186 5,745 3,100 16,535 L6 99.791 21,114 977.451 6.796 9M1 98,723 1956189 40.559 2,819 8.911 0,000 21,070 22.603 1183,448 7.243 10.541 112,271 2368.454 11.254 3.040 8.749 L7 21,070 21.866 1151.083 7.246 90,541 109,201 2303,681 10,935 3.058 9M9 LDF5-50A(7/8") 22,258 23.120 1360.578 7.662 11 A35 122.185 2722.946 11.562 3,264 9.671 Tower Gus-set Gusset Gusset GradeAdjust, Factor Adjust. Weight Mutt, Double Angle Double Angle Elevation Area Thickness ASU9323TYP0I(I- At Factor CaAa (Out Of Stitch Soft Stitch Bolt 1 (per face) 0,124 OMI 1/4) A, Spacing Spacing LDF5-50A(7/8") C No Inside Pole diagonals horizontals 6 No Ice 0.000 0,000 CCI-65FP-040075 A No CaAa (Out Of in in No Ice 0.125 0,000 Face) _- L2 37-30' CCI-65FP-040075 B No CaAa (Out Of 15'- 0' 1 No fee 0.125 L3 30'-23' Face) L4 23'-16 C No CaAa (Out Of 15 1 1 1 0.000 L5 16'-13'6" Face) 1 1 1 L613'6 "-6'6" 1 1 0,943756 L7 66"-0* 1 1 0,948709 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number felft---- kit TYPE 2(1-7/16) C No CaAa (Out Of "I - 01 1 No lee 0.144 0.001 Face) TYPE 2(1-7/16) C No CaAa (Out Cif 44'- 0' 2 No Ice 0,000 OMI Face) LDF5-50A(7/8") C No Inside Pole 38'- 0' 7 No Ice 0,000 0.000 LDF5-50A(7/8") A No CaAa (Out Cif 3& - 0' 1 No Ice 0,109 OMO Face) LDF5-50A(7/8") A No CaAa (Glut Of 38! - 0' 4 No Ice 0,000 0,000 Face) ASU9323TYP0I(I- A No CaAa (Out Of 38'- 0' 1 No Ice 0,124 OMI 1/4) Face) LDF5-50A(7/8") C No Inside Pole 32'- 0* 6 No Ice 0.000 0,000 CCI-65FP-040075 A No CaAa (Out Of 15'- 0' 1 No Ice 0.125 0,000 Face) CCI-65FP-040075 B No CaAa (Out Of 15'- 0' 1 No fee 0.125 OMO Face) CCI-65FP-040075 C No CaAa (Out Of 15 1 No Ice 0.925 0.000 Face) E " A Tower Tower Face AR AF CAAA CAAA weight Sectio Elevation ice ice or Type In Face Out Face in n It its ft` fie K L2 37'-30' -0.146 0.000 0,000 0,000 0.233 0,003 -0,148 -0.191 8 0.000 0.000 OZOO 0.000 OZOO -0.150 -0.194 C 0,000 0,000 0,000 1.008 OZIS L2 37' -30' A 0.000 0,000 0,000 1,631 0b19 -0,131 -0.170 B 0,000 OZOO OZOO OZOO 0.000 0.000 44' C OZOO 0,000 oboo 1.008 0,033 L3 30'-23' A 0,000 OZOO 0,000 1.631 0Z19 B 0.000 OZOO 0,000 OZOO OZOO C 0,000 OZOO 0,000 1.008 0Z43 L4 23'-16' A 0,000 0,000 OZOO 1.631 0,019 B 0,000 0.000 OZOO 0,000 0.000 3 ' C 0,000 0,000 0,000 1.008 0,043 L5 16-13'6' A 0.000 0,000 OZOO 0.770 0,007 5,145 0,068 B 0,000 0.000 0,000 0,988 0,000 C OZOO OZOO 0,000 0.548 0Z15 L6 13'6"-6'6" A 0.000 OZOO 0.000 2.506 0.019 B 0,000 0.000 OZOO 0,875 0,000 C 0.000 oboo oboo 1.883 0,043 L7 6'6`4 A 0.000 0.000 0.000 2.327 0.018 B 0,000 0,000 oboo 0.813 0.000 C 0,000 0,000 0,000 1,749 0Z40 Section Elevation CPK CPZ CPX CP No Ice 8304 Description Face Offset Offsets. Azimuth Placement ice ice or Type ft in in in in Vert X L2 37'-30' -0.146 °0.188 -0146 -0.188 L3 30'-23' -0,148 -0.191 -0148 -0,191 L4 23'-16' -0A50 -0,194 -0.150 -0.194 L5 16'-13'6" 4 136 -0,176 -0,136 -0,176 L6 13V'-66" -0,129 -0.167 -0A29 4167 L7 6'6"-0' -0,131 -0.170 -0,131 -0,170 ET-X-TS-70415-62-18-iR- Discrete Tower Loads From Leg 4.000 0,000 44 1 No Ice 8304 Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Harz Adjustmen Front Side Leg Lateral t Vert X It it fe fe K It ET-X-TS-70-15-62-18-iR- B From Leg it 0,000 44' No Ice iFoTd — 47'Nolce --- 0313 6,487 -- 0 - 313 -- 0.0 - 31 — ' ET-X-TS-70415-62-18-iR- A From Leg 4.000 0,000 44 1 No Ice 8304 6.487 0.068 RD w/ Mount Pipe 01 X ET-X-TS-70-15-62-18-iR- B From Leg 4.000 0,000 44' No Ice 8.704 6,487 0,068 RD wl Mount Pipe Y 3 - ET-X-TS-70-15-62-18-iR- C From Leg 4:000 0.000 44' No Ice 8,704 6.487 0,068 RD w/ Mount Pipe 01 3 ' RRH-C2 wlEXT FILTER A From Leg 4.000 0.000 44` No fee 6.174 5.145 0,068 0 1 3 ' RRH-C2 WEXT FILTER B From Leg 4,000 0,000 No Ice 6.974 5,145 0,068 01 I # • ; 0 A ♦ i Description Face Offset Offsets: Azimuth Placement No Ice CAAA CAA Weight Side Arm Mount ISO 701- or Type Horz Adjustmen 44 1 No lee Front Side 0.195 3] Leg Lateral t (2) TMBXX-6516-R2M wl A From Leg Vert 0.000 38' 1 No fee 6.176 4.525 0.054 Mount Pipe ft ft to to K ft (2) TMBXX-6516-R2M w/ B From Leg it 0.000 38' No Ice 6.176 4.525 0,054 k - CFr 4 - o' - . 000 --'-- ' -, 4' - 0068 0 1 (2) TMBXX-6516-R2M wl C From Leg 3' 0.000 38' No Ice 6.176 4.525 0,054 RRH-P4 A From Leg 4.000 0=0 44' No fee 3,191 2,075 0Z60 0 1 (2) ECC1920-VPUB A From Leg 3 ' 0.000 38' No Ice 0.539 0.207 0.008 RRH-P4 B From Leg 4.000 0,000 4* No tee 3,191 2,075 0.060 V (2) ECC1920-VPUB B From Leg 3 ' 0.000 38' No Ice 0,539 0.207 0.008 RRH-P4 C From Leg 4,000 0.000 No fee 3.191 2,075 0.060 0 1 3' ET -X_ - 18 -65 -8P w/ A From Leg 4.000 0=0 No Ice 7.354 4,431 0.059 Mount Pipe V 3 ' ET-X-WM-1 8-65-8P w/ B From Leg 4,000 0.000 No Ice 7.354 4.431 0.059 Mount Pipe 0' 3 ' ET-X-WM-18-65-8P w/ C From Leg 4.000 0.000 No Ice 7.354 4,431 0.059 Mount Pipe 01 3 ' 2,5GHz 8T8R RRH A From Leg 4,000 0.000 01 No Ice 3,107 1,660 0,060 0 1 3' 2.5GHz 8T8R RRH B From Leg 4.000 0=0 No Ice 3,107 1,660 0,060 U 3 ' 2,5GHz 8T8R RRH C From Leg 4.000 0.000 No Ice 3.107 1.660 0.060 0 1 3 ' OPTIC FIBER JUNCTION A From Leg 4,000 0,000 44' No fee 0.447 0,447 0,002 CYLINDER 01 X OPTIC FIBER JUNCTION B From Leg 4,000 0.000 No Ice 0.447 0,447 0.002 CYLINDER 01 3 ' OPTIC FIBER JUNCTION C From Leg 4,000 0,000 No Ice 0.447 0.447 0,002 CYLINDER 01 3 ' POWER JUNCTION A From Leg 4,000 0.000 "I No lee 0,426 0,426 0,003 CYLINDER 01 3' POWER JUNCTION B From Leg 4,000 0,000 No Ice 0.426 0,426 0.003 CYLINDER U X POWER JUNCTION C From Leg 4.000 0,000 No Ice 0.426 0.426 0,003 CYLINDER 01 3 ' Miscellaneous INA 508-31 C None 0.000 44' No Ice 13,710 13.710 0.398 Side Arm Mount ISO 701- C None 0.000 44 1 No lee 2830 2.830 0.195 3] (2) TMBXX-6516-R2M wl A From Leg 4.000 0.000 38' 1 No fee 6.176 4.525 0.054 Mount Pipe V 2' (2) TMBXX-6516-R2M w/ B From Leg 4,000 0.000 38' No Ice 6.176 4.525 0,054 Mount Pipe 01 2 - (2) TMBXX-6516-R2M wl C From Leg 4.000 0.000 38' No Ice 6.176 4.525 0,054 Mount Pipe 01 2 ' (2) ECC1920-VPUB A From Leg 4.000 0.000 38' No Ice 0.539 0.207 0.008 0 1 2' (2) ECC1920-VPUB B From Leg 4.000 0.000 38' No Ice 0,539 0.207 0.008 tnxTower Report - version 6.1.4.1 "I N � K Description Face Offset Off sets. Azimuth Placement No Ice CA1 CAAA Weight (2) RR65-18-02DP w/ or Type Herz Adjustmen 32' No Ice Front Side 0.034 Mount Pipe Leg Lateral t Vert (2) RR65-18-02DP wi B From Leg ft 0.000 ft No Ice fe ft's K Mount Pipe ft ft (2) RR65-18-02DP w/ C From Leg a 0.000 32' No Ice 4.593 3,319 0.034 Mount Pipe Z (2) ECC 1 920-VPUB C From Leg 4.000 OZOO 38' No Ice 0.539 0,207 0,008 T-Arm Mount [TA 602-31 C None 0 1 0.000 32' No Ice 11.590 11.590 0,774 2' ETVWOOVS12UB A From Leg 4.000 0.000 38' No Ice 0.184 0.472 0,011 0 1 2' ETVV200VS12UB B From Leg 4,000 OZOO 38' No Ice 0A84 0,472 0.011 V 2' ETW20OVS12UB C From Leg 4.000 0.000 38 No Ice 0A84 0.472 0,011 0 1 2 FRIG A From Leg 4.000 0.000 38' No Ice 2,793 1.103 0,057 0 1 2' FRIG B From Leg 4,000 0.000 38' No Ice 2.793 1.103 0.057 0 . 2' FRIG C From Leg 4.000 0.000 38' No fee 2.793 1.103 0.057 0 1 2' FXFB B From Leg 4.000 0.000 38' No Ice 4.128 1.123 0.055 0 1 2' FXFB C From Leg 4.000 0,000 38' No fee 4,128 1,123 0.055 0 1 2' RNSDC-7771-PF-48 A From Leg 4,000 0.000 38' No Ice 3,708 1,376 0,020 V 2' 6'x 2" Mount Pipe A From Leg 4.000 0.000 38' No Ice 1,425 1 .425 0Z22 V 2' V 2" Mount Pipe B From Leg 4,000 0.000 38' No Ice 1 .425 1 .425 0.022 0 1 2' 6'x 2" Mount Pipe C From Leg 4.000 0,000 38' No Ice 1 .425 1,425 0.022 V Z T-Arm Mount [TA 602-3] C None 0,000 38' No Ice 11.590 11.590 0J74 (2) RR65-18-02DP w/ A From Leg 4,000 0.000 32' No Ice 4.593 3.319 0.034 Mount Pipe 01 0 1 (2) RR65-18-02DP wi B From Leg 4,000 0.000 32' No Ice 4,593 3.319 0,034 Mount Pipe V 0 1 (2) RR65-18-02DP w/ C From Leg 4.000 0.000 32' No Ice 4.593 3,319 0.034 Mount Pipe 01 0 T-Arm Mount [TA 602-31 C None 0.000 32' No Ice 11.590 11.590 0,774 Comb, Description No. I M Sectio Elevation Component Condition Gov. Force Major Axis Minor Axis n It Type Load Moment Moment No, Comb, - 1 - 0.000 K ki p-ft ft L1 44 - 37 Pole Max Tension 0.000 0,000 Max. Compression 1 -3353 0.007 -0164 Max. Mx 11 -3,081 37,112 -0,166 Max, My 8 -3.083 0,007 -37,202 Max. Vy 11 -5.696 37.112 41166 Max, Vx 8 5,674 0.007 -37.202 Max, Torque 5 0,031 L2 37-30 Pole Max Tension 1 0,000 0,000 0.000 Max. Compression 1 -4,605 0.014 -0.156 Max, Mx 11 -4,312 80.187 -0158 Max. My 8 -4314 0.014 -80,103 Max. Vy 11 -7.103 80,187 -0,158 Max. Vx 8 7.081 0.014 -80,103 Max. Torque 5 0.035 L3 30-23 Pole Max Tension 1 0.000 0.000 0,000 Max, Compression 1 4907 0.022 -0147 Max. Mx 11 4674 130,779 -0.150 Max. My 8 -4,675 0,022 AX520 Max. Vy 11 -7.356 130.779 -0.150 Max, Vx 8 7,334 0,022 -130,520 Max, Torque 5 0.039 L4 23-16 Pole Max Tension 1 0,000 0.000 0.000 Max. Compression 1 -5,227 ObW -0,137 Max. Mx 11 -5.074 183,128 -0.141 Max, My 8 -5.075 0.031 -182.693 Max. Vy 11 -7.607 183.128 -0,141 Max. Vx 8 7.585 0.031 -182.693 Max. Torque 10 -0.045 L5 16-13,5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 1 -5.346 0.033 -0,134 Max. Mx 11 -5,224 202,272 -0,137 Max. My 8 -5,224 0.034 -201.774 Max. Vy 11 -7716 202,272 -OA 37 Max. Vx 8 7.693 0.034 -201,774 Max, Torque 10 -0,048 L6 13,5-6,5 Pole Max Tension 1 0.000 0.000 0.000 . 9 Sectio Elevation Component Condition Gov, Force Major Axis Minor Axis n ft Type K Load Comb, Moment Moment No, IYO Vert - 11 COM& K ' - 00 kkg__ 11 6.426 Max. Compression 1 -5.897 0.042 -0123 0;000 8.400 Max. Mx 11 -5,834 257.530 -0127 Max, M, 6 Max. My 8 -5,834 0.043 -256.856 0,061 -7294 Max, Vy 11 -8,081 257,530 -0,127 0.000 Min. H Max. Vx 8 8.059 0,043 -256.856 8 6,426 Max. Torque 10 Min. M. 8 -0.055 L7 6.5-0 Pole Max Tension 1 0,000 0.000 0.000 Min. Torsion 10 Max. Compression 1 -6,426 0.051 -0.113 -0.008 Dead+Wind 180 deg - No Ice Max. Mx 11 -6A21 311.159 -0117 0,024 Dead+Wind 210 deg - No fee Max, My 8 -6A21 0,052 -310.321 0.049 Dead+Wnd 240 deg - No Ice Max, Vy 11 -8.427 311.159 -0.117 0.061 Dead+Wind 270 deg - No Ice Max. Vx 8 8,404 0.052 -310321 0.057 Dead+Wtnd 300 deg - No Ice Max, Torque 10 -4200 -154,986 4061 • Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Shear, Comb, Overturning Overturning Torque IYO Vert - 11 -- ' - 00 Max. H. 11 6.426 8,423 0.000 Max. H, 2 6.426 0;000 8.400 Max. M. 2 310.088 0,000 8.400 Max, M, 6 311.055 -8,423 OWO Max. Torsion 4 0,061 -7294 4.200 Min. Vert 1 6.426 0,000 0.000 Min. H 5 6,426 -8A23 0.000 Min. H, 8 6,426 OZOO -8,400 Min. M. 8 -310,321 0,000 -8A00 Min. M, 11 -311159 8.423 0000 Min. Torsion 10 4061 7,294 -4200 Tower Mast Reaction Summaq Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment M. Mornent, M. - K K K k Dead Only 0,113 0.051 0.000 Dead+WJnd 0 deg - No Ice 6,426 0,000 -8A00 -310.088 0.852 -0.024 Dead+VVind 30 deg - No Ice 6.426 4.211 -7.275 -268.529 -155,502 -0,049 Dead+Wind 60 deg - No Ice 6,426 7,294 -4200 -154.986 -269.375 -0,061 Dead+Wtnd 90 deg - No fee 6.426 8,423 0.000 0,117 -311.055 4057 Dead+Wind 120 deg - No Ice 6,426 7.294 4.200 155,218 -269375 -0,038 Dead+Wnd 150 deg - No Ice 6,426 4.211 7,275 268,761 -155.502 -0.008 Dead+Wind 180 deg - No Ice 6.426 0,000 8.400 310,321 0,052 0,024 Dead+Wind 210 deg - No fee 6.426 -4.211 7.275 268,761 155Z06 0.049 Dead+Wnd 240 deg - No Ice 6, 426 -7,294 4,200 155.218 269,479 0.061 Dead+Wind 270 deg - No Ice 6,426 -8A23 0,000 0.117 311.159 0.057 Dead+Wtnd 300 deg - No Ice 6.426 -7294 -4200 -154,986 269.479 0.037 Dead+Wnd 330 deg - No Ice 6,426 -4-211 -7275 -268.529 155,606 0.008 Dead+Wind 0 deg - Service 6.426 0.000 -2.931 -108253 0.052 4008 Dead+Wrnd 30 deg - Service 6.426 1 469 -2.538 -91734 -54289 4017 Dead+Wtnd 60 deg - Service 6,426 2,545 AA65 -54.068 -94,069 -0,021 Dead+\Mnd 90 deg - Service 6,426 2.939 0,000 0,116 -108,630 -0.020 Dead+VVind 120 deg - 6A26 2.545 1.465 54.301 -94.069 -0.013 Service Dead+V\And 150 deg - 6,426 1.469 2.538 93.967 -54189 -0,003 Service Dead+Wtnd 180 deg - 6,426 0.000 2.931 108,485 0.052 0,008 Service Dead+Wtnd 210 deg - 6,426 -1.469 2.538 91967 54,393 0,017 44 Ft Monopole Tower Structural Analysis Load Vertical Shear. Shear, Overturning Overturning Torque Combination Load P.X PY Moment, M Moment, M, PY P2 K K K ICt ft It7 =ft tfB?^ SerVtGe K 0.00000001 1 _ 0.00(0 . 426 C1,00�3. Dead +Wnd 240 deg - 6.426 -2.545 1.465 54301 94173 0.021 Service 0.000 6.426 8.400 0.000 3 4.211 Dead +Wired 270 deg - 6.426 -2.939 0.000 0.116 108.734 (3.020 Service - 6.426 -4.200 -7294 6.426 4200 0.000% €lead +Wind 300 deg - 6.426 -2,545 - 1.465 - 54.068 94,173 0.013 Service 6 7.294 -6.426 4.200 -7.294 6.426 Dead +Wind 330 deg - 6.426 -1.469 -2.538 - 93.734 54.393 03 002 Service -7275 0.000% 8 0.000 -6.426 8,400 Combination w 'Yes Sum of Applied Forces Toler ance Sum of Reactions 4 Load P.X PY P2' P:X PY P2 f Error Comb. K K 0.00000001 K 4 K 0.00000001 1 _ 0.00(0 . 426 C1,00�3. _ 0.000 _ 6A2 -m 0.000 0.000% 2 0.000 -6.426 -8.400 0.000 6.426 8.400 0.000 3 4.211 -6426 -7.275 -4211 6.426 7275 0.000% 4 7,294 - 6.426 -4.200 -7294 6.426 4200 0.000% 5 8.423 -6.426 0.000 -8.423 6.426 0.000 0.000 6 7.294 -6.426 4.200 -7.294 6.426 -4200 0.000% 7 4211 -6.426 7275 -4211 6.426 -7275 0.000% 8 0.000 -6.426 8,400 0.000 6.426 -8.400 0.000% 9 -4.211 -6.426 7.275 4211 6.426 -7.275 0,000 /0 10 -7,294 -6.426 4200 7,294 6,426 -4200 0.000% 11 - 8.423 -6,426 0.000 8,423 6.426 0.000 0.000% 12 -7294 -6,426 -4200 7,294 6.426 4.200 0.000°% 1 -4211 -6.426 -7275 4211 6.426 7275 0.000% 14 0.000 4426 -2.931 0.000 6.426 2.931 0.000% 15 1.469 -6.426 -2.538 -1.469 6.426 2.538 0.000% 16 2.545 - 6.426 -1.465 -2,545 6.426 1.465 0.000% 17 2.939 -6.426 0,000 -2.939 6.426 0.000 0.000% 18 2.545 -6.426 1.465 -2.545 6.426 -1.465 0.000% 19 1.469 -6.426 2.538 -1.469 6.426 -2.538 0.000% 20 0.000 -6.426 2,931 0.000 6.426 -2.931 0.000 21 - 1.469 - 6.426 2.538 1.469 6,426 -2.538 0.000% 22 -2.545 - 6.426 1.465 2.545 6.426 -1.465 0,000% 23 -2.939 -6.426 0:000 2.939 6.426 0.000 0.000% 24 -2.545 $6.426 -1.465 2.545 6.426 1.465 0,000% 25 -1,469 -6.426 -2.538 1.469 6.426 2.538 0.000% Combination w 'Yes of C rtes Toler ance 1 4 _Toleranc 0.00000001 0.00000001 Yes 4 0.00000001 0.00000001 3 Yes 4 0.00000001 0.00079200 4 Yes 4 0.00000001 0.00080672 5 Yes 4 0.00000001 0.00001863 6 Yes 4 0.00000001 0.00079545 7 Yes 4 0.00000001 0.00080355 8 Yes 4 0.00000001 0.00000001 9 Yes 4 0.00000001 0.00080806 10 Yes 4 0:00000001 0.00079373 11 Yes 4 0.00000001 0.00001863 12 Yes 4 0.00000001 0,00080492 13 Yes 4 0.00000001 0.00079636 14 Yes 4 0.00000001 0.00000001 15 Yes 4 0.00000001 0.00006168 16 Yes 4 0.00000001 0.00006440 17 Yes 4 0.00000001 0.00000001 18 Yes 4 0.00000001 0.00006254 Section No, Elevation Harz. Deflection in August 07, 2014 44 Ft Monopole Tower Structural Analysis Twist L, CC/ BU No 676994 Project Number 902290, Application 242629, Revision I 22 Page 15 19 Yes 4 0:00000001 0,00006386 3.735 20 Yes 4 0.00000001 0,00000001 L3 21 Yes 4 0.00000001 0,00006480 0.825 22 Yes 4 0,00000001 0,00006225 1,348 23 Yes 4 0.00000001 0.00000001 L5 24 Yes 4 0.00000001 0.00006404 0.386 25 Yes 4 0.00000001 0.00006254 0.424 Section No, Elevation Harz. Deflection in Gov. Load Comb. Tilt Twist L, 44-37 5.197 22 1,021 0,000 L2 37-30 3.735 22 0.961 0,000 L3 30-23 2.418 22 0.825 0,000 L4 23-16 1,348 22 0,626 0.000 L5 16 - 115 0.603 23 0.386 0.000 L6 115 - 6.5 0.424 23 0.295 0,000 U 6.5-0 0A00 23 0.146 0,000 I --oft I I Uu WOUR ME= Section Elevation Elevation Appurtenance Gov. Deflection Pit Twist Radius of Load Load it in Curvature ft 14.856 Comb. in 1914 ft 4r Lighting Rod 5/8" x 5' 22 5.197 1021 0,000 5441 "I ET-X-TS-70-15-62-18-iR-RD w/ 22 197 1,021 0,000 5441 23-16 Mount Pipe 11 1.789 0,001 L5 16 - 115 38' (2) TMB)(X-6516-R2M w/ Mount 22 3,938 O 4 0,000 4591 11 Pipe 0,000 L7 6,5_0 0,286 11 32' (2) RR65-18-02DP w/ Mount 22 2,773 0,872 0000 2629 Chi I --oft I I Uu WOUR ME= Section Elevation Herz. Gov, Tilt Twist No. 47' Deflection Load it in Comb. 11 14.856 2.920 0.001 1914 Mount Pipe L2 37-30 10.680 11 2.748 0.001 L3 30-23 6,915 11 2.357 0D01 L4 23-16 3,857 11 1.789 0,001 L5 16 - 115 1,725 11 1A05 0.000 L6 13.5-6,5 1 ,214 11 0.843 0,000 L7 6,5_0 0,286 11 0,419 0,000 Elevation App Deflection Tilt Twist Radius of Load Curvature ft Comb. in it 47' L }htNng cad 5l8" x 5' - — ----- 1 - 91 - 4 44" ET-X-TS-70-15-62-18-iR-RD wl 11 14.856 2.920 0.001 1914 Mount Pipe X (2) TMBXX-6516-R2M wl Mount 11 11,260 2.783 0.001 1615 Pipe 32' (2) RR65-18-02DP w/ Mount 11 7.929 2.492 0.001 925 Pi e August 07, 2014 44 Ft Monopole Tower Structural Analysis CGI BU No 876994 Project Number 902290, Application 242629, Revision 1 Page 16 MW # 0.# 0 11 MRt *010 W Section Elevation size Actual Pole Design Data Ratio Actual Actual Allow mmmm" Ratio No. M. & Fb. ft. MY fily Fb Section Elevation size L L„ KI1r F. A Actual Allow. Ratio No. .43 TPIS 36,000 0129 P P. P O000 ft It ft ksi in K K E.-- 0,000 42-41 17712 7,062 36,000 0,196 - A50 - 29W - 78 - 2 - 0.005 X000 0.000 43-42 21,072 8,194 36,000 8.434 -1.480 303.639 0,005 O000 42-41 24,467 9,281 36.000 8.542 -1,511 307,495 0.006 0,000 41-40 36-000 8.649 -1,543 311.352 0,005 40-39 36.000 8,756 -1.575 315,208 0.005 39-38 36.000 8,863 -1.607 319.064 0,005 38-37 36,000 8,970 -3.083 322,921 0Z10 L2 37-36 TP16,52x15,26x0,188 T 01 0.0 36,000 9,077 -3,123 326.777 0,010 36-35 36,000 9.184 -3.163 330,634 0,010 35-34 36.000 9,291 -1205 334,490 0.010 34-33 36.000 9.399 -1248 338,346 0,010 33-32 36,000 9.506 -3,292 342,203 0.010 32-31 36,000 9.613 -4,266 346.059 0.012 31-30 36,000 9,720 -4.313 349.916 0,012 L3 30-29 TP17I8x16.524,188 T V 0,0 36,000 9.827 -4.362 353.772 0.012 29-28 36.000 9.934 -4,412 357,628 0,012 28-27 36,000 10.041 -4,463 361,485 0,012 27-26 36.000 10,148 -4.514 365.341 0.012 26-25 36.000 10255 -4,567 369.198 0.012 25-24 36,000 10.363 -4.620 373.054 0,012 24-23 36-000 10-470 -4.674 376.911 0,012 L4 23-22 TP19,0417.784,188 7' 0, 0,0 36,000 10,577 -4.729 380.767 0.012 22-21 36,000 10,684 -4.785 384.623 0.012 21-20 36,000 10.791 -4,841 388.480 0.012 20-19 36,000 10,898 -4.898 392.336 0.012 19-18 36.000 11:005 -4,956 396.193 0.013 18-17 36,000 11,113 -5.015 400.049 0.013 17-16 36.000 11,220 -5.074 403.905 0.013 L5 16 - 1435 TP19.49x19.040.188 2'6" 01 0,0 36,000 11.354 -5,148 408.726 0,013 14,75-13.5 36.000 11.487 -6,224 413.546 0,013 L6 13,5 - 12.5 TP20,75xl9,49x0,348 7' V 0.0 36.000 21.312 -5313 767,234 0.007 12,5-11.5 36.000 21,511 -5.398 774.381 0.007 11.5-10.5 36.000 21.709 -5A83 781,528 0.007 10.5 - 9,5 36.000 21.908 -5.570 788,675 0.007 9,5-8,5 36.000 22.106 -5.657 795,822 0,007 8,5-7,5 36,000 22,305 -5145 802,970 0.007 7,5 - 6.5 36,000 22,503 -5.834 810,117 0,007 U 6,5 - 541667 TP21,9240,754.338 66" V 0,0 36,000 22,075 -5,929 794.710 0.007 5,41667- 36,000 22,284 -6,026 802,230 0.008 # 0.# 0 11 MRt *010 W Section Elevation size Actual Actual Allow. Ratio Actual Actual Allow mmmm" Ratio No. M. & Fb. ft. MY fily Fb fbY ft kip-11 ksi - ilff ksi F, lop-n ksi ksi -f-L- .43 TPIS 36,000 0129 0,000 0.000 W000 O000 43-42 14,384 5Z83 36,000 0,163 O 000 O 000 36,000 0,000 42-41 17712 7,062 36,000 0,196 0,000 0,000 X000 0.000 41-40 21,072 8,194 X000 0228 O 000 0.000 W000 O000 40-39 24,467 9,281 36,000 0,258 O 000 0.000 W000 0,000 E � t Section Elevation Size Actual Actual Allow, Ratio Actual Actual Mom Ratio W K fb. Fb. fbI M Y fby Fy fbY ft kip-ft ksi ksi F #, kip-ft ksi ksi 2 36 0287 OMO OMO 36,000 OMO 38-37 37.202 13,442 36,000 0,373 0.000 0.000 36.000 0,000 L2 37-36 TP16,52x15,264.188 42.897 15.134 36.000 0,420 OMO 0.000 36.000 0,000 36-35 48.630 16.756 36.000 0,465 0,000 OMO 38.000 0,000 35-34 54.413 18,316 36.000 0,509 OMO 0,000 36,000 OMO 34-33 60,233 19.813 36,000 0,550 0,000 0,000 36.000 OMO 33-32 66,090 21.250 36,000 0,590 OMO 0.000 36.000 OMO 32-31 73.130 22,990 38.000 0,639 0.000 0,000 36.000 0,000 31-30 80,207 24,658 36,000 0M5 0.000 0.000 36.000 OMO L3 30-29 TP17,78x16,52x0.188 87.321 26,260 36.000 0.729 0,000 0,000 36.000 0,000 29-28 94,469 27,797 36,000 0,772 OMO 0,000 38.000 0,000 28-27 101,65 29.273 36,000 0.813 0.000 0,000 36.000 OMO 4 27-26 108,88 30,692 36.000 0.853 0.000 OMO 36,000 0,000 1 26-25 116,14 32.055 36,000 0.890 0,000 OMO 36.000 OMO 4 25-24 12144 33,365 36,000 0M7 0.000 0,000 36,000 0.000 3 24-23 130,77 34,625 36.000 0,962 0,000 0,000 36.000 0,000 9 L4 23-22 TP19,04xl7.78x0,188 138,15 35,835 36,000 0.995 0.000 0,000 36,000 0,000 0 22-21 145.55 36.999 36-000 1,028 0,000 0,000 36.000 0.000 8 21-20 15100 38,119 36.000 1.059 OMO OMO 36.000 0.000 0 20-19 160,47 39.196 36,000 1,089 0,000 0,000 36.000 OMO 8 19-18 167.99 40,233 36,000 1A18 OMO 0,000 36.000 OMO 2 18-17 175.54 41.230 36.000 1.145 0,000 ObOO 36.000 OZOO 2 17-16 18112 42.191 36.000 1A72 0,000 0,000 36,000 OMO 8 L5 16 - 1415 TMAN19,044.188 192,66 43,342 36,000 1,204 OMO OMO 36.000 0,000 7 1435 - 13,5 202.27 44.443 36.000 1.235 0,000 OMO 36,000 0,000 2 L6 13,5 - 1Z5 TP20.75xl9.49x0,348 210,00 25,049 36,000 0,696 0.000 0.000 36.000 0,000 9 12,5 - 11.5 217.79 25.497 36,000 0.708 0.000 OMO 36.000 0.000 8 11,5- 10,5 225.63 25.930 36.000 0,720 OMO OZOO 36.000 0,000 9 10.5-9,5 23153 26,349 36,000 0.732 OMO OMO 36,000 0.000 3 95 - 8,5 241,47 26,754 36.000 0,743 0,000 OMO 36,000 0,000 8 8,5-7.5 249.47 27,146 36,000 0.754 0,000 0,000 36.000 OMO 7 7,5-6,5 257.53 27,526 36.000 0.765 0.000 0,000 36.000 0.000 0 U 6.5.5.41667 TP21,9240,754.338 266,31 28,709 36,000 0.797 0,000 0,000 36.000 0,000 3 5,41667- 275,15 29.105 36.000 0M8 0,000 OMO 36.000 0,000 433333 8 4,33333- 284,06 29,487 36,000 0,819 0,000 0,000 36,000 OMO 125 5 3,25- 293,03 29.857 36,000 0,829 OMO 0,000 36,000 OMO 2.16687 3 2.16667- 302,06 30,214 36.000 0M9 0.000 0.000 36.000 0,000 1,08333 5 1.08333 - 0 311.15 30.559 36.000 0.849 0,000 0,000 36,000 0.000 9 tnxTower Report - version 6. 1,41 e- � " C1 , August 07, 2014 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 902290, Application 242629, Revision I Page 18 Section Elevation Ratio Ratio §�t - Comb. Allow criteria No P f& f, fW Stress Stress ft FI., F. Ee Hatto Ratio Pole Shear Design Data -- HI-3+VT - v 1333 V 43-42 0.005 0A63 0.000 0.033 0,000 0,169 1,333 Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow Ratio NO, V f, F� f� T t FW f4 -, ET ---- 44 - 4 - 3T - P1 ft - 5.26x14x - 01 K - 3,27903 - 9424.0 - 00 ksi ks, :T,: kp-ft ks, ks, 8 0,033 0,000 0.000 24,000 0,000 43-42 3,311 0.393 24.000 0.033 OMO OMO 24.000 OMO 42-41 3.344 0,391 24W0 0M3 OMO 0.000 24,000 0,000 41-40 3,377 0.390 24,000 0.033 OMO 0,000 24,000 0,000 40-39 3,410 0,389 24:000 0,032 0.000 0,000 24.000 OMO 39-38 3.444 0,389 .24.000 0,032 0,001 0,000 24.000 0.000 38-37 5,674 0,633 24.000 0.053 0.003 0,001 24,000 0,000 L2 37-36 TP16.52x95.26xO,988 5,717 0,630 24,000 0.052 0.019 0.003 24.000 0.000 36-35 5.765 0,628 24,000 0.052 0,030 0.005 24.000 0.000 35-34 5,803 OMS 24.000 0.052 0.030 0,005 24,000 OMO 34-33 5.840 0,621 24W0 0.052 0,031 0,005 24.000 OMO 33-32 5,878 0,618 24.000 0,052 0.032 0,005 24.000 ObOO 32-31 7.061 0.735 24.000 0,061 0,033 0.005 24.000 0.000 31-30 7.098 0,730 24.000 0,061 0.033 0,005 24,000 0,000 L3 30-29 TP17.78x*16.524.188 7,134 0,726 24.000 0,060 0,034 0,005 24,000 0,000 29-28 TWO 0,722 24.000 0,060 OMS 0.005 24.000 0,000 28-27 7.206 0,718 24.000 0,060 0,036 0k05 24,000 OMO 27-26 7.247 0,714 24.000 ObW 0.037 0,005 24.000 0,000 26-25 7,284 0,710 24,000 0,059 0,038 0M5 24,000 OMO 25-24 7.320 0,706 24.000 0,059 0,039 0M5 24.000 0,000 24-23 7.356 0,703 24,000 0,059 0,039 0,005 24.000 0,000 L4 23-22 TP19,04x17,784.188 7.392 0.699 24k00 0M8 0b40 OMS 24.000 0.000 22-21 7,427 0.695 24,000 0,058 0.041 0.005 24,000 0.000 21-20 7,463 0,692 24.000 0.058 0.041 0.005 24.000 0,000 20-19 7.499 0.688 24.000 0b57 0.042 0,005 24D00 0,000 19-18 7.535 0,685 24.000 0,057 0.043 0,005 24.000 0,000 18-17 7,571 0.681 24,000 0M7 0.043 0,005 24.000 0,000 17-16 7,607 0.678 24,000 0.056 0,044 0M5 24,000 0,000 L5 16-14,75 TP19.49M,044188 7.662 0.675 24.000 0,056 0.045 0.005 24.000 0,000 14,75-13.5 7,716 0.672 24M0 0.056 O. 0,005 24,000 OMO L6 13,5-12.5 TP20I5x19,494,348 7,764 0.364 24,000 0,030 0,047 0.003 24.000 OMO 12.5 - 11,5 7,816 0.363 24.000 0,030 0.048 0.003 24,000 0,000 11,5 - 10.5 7.869 0.362 24.000 OMO 0.048 0.003 24,000 0.000 10,5 - 9.5 7,921 0.362 24,000 0.090 0.049 0.003 24.000 0.000 9,5 - 8.5 7,974 0,361 24.000 OMO OMO 0.003 24.000 0,000 8.5.7.5 8.028 0.360 24.000 0,030 0,051 0,003 24.000 OMO 7,5 - 6,5 8.081 0:359 24.000 0.030 0,052 0,003 24,000 0.000 U 6,5 - 5,41667 TP21.92x2O.75x0,338 8.138 0,369 24.000 0,031 0,052 0,003 24,000 0.000 5.41667- 8,195 0.368 24.000 0,031 0,053 0,003 24.000 0.000 4,33333 433333 - 8.253 0.367 24,000 0.031 0.054 0,003 24.000 0.000 3,25 3.25- 8,310 0.366 24.000 OMO 0.055 0,003 24.000 0.000 2,16667 2.16667 - 8.368 0,365 24,000 0.030 0,056 0,003 24,000 0.000 1,08333 1,08333 - 0 8.427 0,364 24.000 0.030 ObV 0,003 24.000 OMO Section Elevation Ratio Ratio §�t - Comb. Allow criteria No P f& f, fW Stress Stress ft FI., F. Ee Hatto Ratio - 0.033 0.000 0,134 -- HI-3+VT - v 1333 V 43-42 0.005 0A63 0.000 0.033 0,000 0,169 1,333 V H I -3+VT 42-41 0.005 0A96 0.000 0,033 0.000 0,201 1.333 N1 -31VT M I t Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. A/low. Criteria Not p fbx by f, fW Stress Stress ft P. F F� Ratio Ratio 0. 005 0.228 0,000 0 HI-3+VT 40-39 0.005 0.258 0.000 0M2 OMO 0,263 1.333 H1 -3+VT 39-38 OMS 0.287 0.000 0M2 0,000 0.292 1,333 H1 -3+VT 38-37 0,010 0.373 OMO 0.053 0,000 0,384 1.333 H1 -3+VT L2 37-36 0,010 0A20 0,000 0,052 0,000 0.431 1,333 H 1 -3+VT 36-35 0.010 0A65 0=0 0.052 OMO 0,476 1.333 H1 -3 +. 35-34 0.010 0.509 OMO 0,052 0,000 0.519 1.333 H1 -3+VT 34-33 0,010 0.550 0.000 0.052 0.000 0.561 1.333 011 -3+VT 33-32 0.010 0.590 OMO 0,052 OMO 0.601 1,333 H I -3+VT 32-31 0.012 0.639 0.000 OMI 0,000 OkU 1.333 H1-3+VT 31-30 0:012 0M5 0,000 0,061 0,000 0.698 1,333 H I -3+VT L3 30-29 0,012 0.729 0.000 0,060 OMO 0.743 1,333 H1-3+VT 29-28 0,012 0.772 0,000 0,060 0.000 0.785 1.333 H I -3+VT 28-27 0,012 0.813 0,000 0.060 0,000 0,826 1.333 H1-3,VT 27-26 0.012 0.853 0,000 OMO OWO 0M6 1.333 H I -3+VT 26-25 0,012 OMO OMO 0,059 0,000 0M4 1.333 HI-3+VT 25-24 0.012 0.927 OMO 0.059 0.000 0.940 1.333 H I -3+VT 24-23 0.012 0M2 OMO 0.059 0,000 0,975 1.333 HI-3+VT L4 23-22 0V2 0.995 0.000 0.058 OMO 1.009 1,333 HI-3+VT 22-21 0.012 1.028 OMO 0.058 0,000 1,041 1,333 H -3+Vr 21-20 0.012 1.059 0.000 0,058 OMO 1.072 1.333 H I -3+VT 20-19 0.012 1.089 OMO 0,057 0,000 1,102 1.333 H1-3+VT 19-18 0,013 1A18 0.000 0M7 0.000 1.131 1,333 H1 -3+VT 18-17 0,013 1.145 OMO 0M7 OMO 1.159 1,333 H1-3+VT 17-16 0V3 1,172 0.000 0,056 0,000 1A85 1.333 H1 -3+VT L5 16-14,75 0V3 1.204 OMO 0,056 OMO 1.217 1.333 HI-3+VT 14.75-13.5 0.013 1,235 0,000 0.056 0,000 1,248 1.333 H1-3+VT L6 13,5-12.5 0,007 0.696 0.000 OMO 0.000 0,703 1.333 V H1 -3+VT 12.5-11.5 0M7 0.708 0,000 0.030 0.000 0.715 1.333 H I -3+VT 11.5 - 10.5 0M7 0,720 DMO 0,030 0,000 0.728 1.333 4/ HI-3+VT I iml Section Elevation No, It Ratio P -P. Ratio fbx Ratio bt Ratio k Ratio fW Comb. Stress Ratio Allow, Stress Ratio Criteria 10.5 - 9.5 0.007 0.732 0.000 OMO 0,000 0.739 1.333 V Ht -31VT 9.5 - 8.5 0.007 0.743 0,000 0.030 OMO 0,750 1,333 V L3 30-23 Pole TP17,78x16.524,188 3 -4,674 502.422 731 H1-3-VT 8,6-7,5 0.007 0.754 0,000 OMO OMO 0.761 1.333 V L5 16-13.5 Pole TP19AW9,044,188 5 -5224 551.257 93,6 HI-3,VT 7.5 - 6,5 0M7 0.765 OMO 0.030 0,000 0,772 1.333 V L7 &5-0 Pole TP21.92x2O.75xO.338 7 -6A21 1109469 643 H1-3+VT L7 6,5 - 5.41667 0Z07 0.797 OMO OMI 0.000 0M5 1.333 V Pole (1-5) 916 H1 3 +V"[ 5,41667- 0,008 0.808 0,000 OMI 0,000 0.816 1.333 V 433333 t/ H I -3+vr 4.33333- 0.008 0.819 0,000 0.031 OMO 0V7 1,333 I/ 3.25 V H1-3+VT 125 - 0,008 0.829 OMO OMO 0,000 0M7 1.333 2,16667 H1-3-VT 2.16667- 0.008 0,839 0.000 0.030 0,000 0,847 1.333 1:08333 t/ H I -3+VT 1.08333-0 0,008 0.849 OMO 0.030 OMO 0.857 1.333 V H1-3+VT Section Elevation Component size Critical p SF*P % Pass NO. ft Type Element K K Capacity Fail L2 37-30 Pole TP16,52x15.264.188 2 -4313 466.438 52.4 Pass L3 30-23 Pole TP17,78x16.524,188 3 -4,674 502.422 731 Pass L4 23-16 Pole TP19.04x17,784,188 4 -5W4 538.405 88.9 Pass L5 16-13.5 Pole TP19AW9,044,188 5 -5224 551.257 93,6 Pass L6 115 - 6.5 Pole TP20.75x19.494.348 6 -5.834 1079.886 57.9 Pass L7 &5-0 Pole TP21.92x2O.75xO.338 7 -6A21 1109469 643 Pass Summary Pole (1-5) 916 Pass RATING = 93.6 Pass presented in Appendix C. - t Effom August 07, 2014 CC/ BU • 876994 Page 21 7" � � � a� li �\ $} �J lass \a `# ■a . ki \ \ / n « 1 ^ • � � sr t.•Ii 1... ,,. a . 4 A. i � ! � t i ' • 4 t t • � tr �` r • ����at FM • I CCIpole - version 2.2 Page 2 Analysis Date: 8/14/2014 INX Ge-mary Ippm MI. Mpole - version 2.2 Page 3 Analysis Date: 8/14/2014 Mpole - version 2.2 Page 4 Analysis late: 8/14/2014 F ur. r NA-S CCIpole - version 2.2 Page Analysis Date: 8/14/2014 L Moment of Inertia (In4) I F Area (in) Section Elevation If t) � ♦ � or. 1 i a '� } a:. • �« . . ����II�� F4� CCIpole - version 2.2 Page Analysis Date: 8/14/2014 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions. 1) Rod groups at comers, Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Comer), 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) �017�� BUM 876994 Site Name: THE GRANGE Plate Data Anchor Rod Data Base Plate Stress: 4n V IF Round .......... . ... .. .. .... Weld Type. IRWIN. 111111NOW Groove Depth:'i is f in Rod Ma OaL <– Disregard 1 Ej!!gLt H. Weld:' Yield, Fy:1 in ksi Strength, Fu:1 in ksi J in H Plate Data Thick: Grade:10111= ... Chpstance ConfiguratiomIJUIMEM Base Plate Stress: 4n V IF Round .......... . ... .. .. .... Weld Type. IRWIN. 111111NOW Pole Data ConfiguratiomIJUIMEM Base Plate Stress: 4n V IF Round .......... . ... .. .. .... Weld Type. IRWIN. 111111NOW Groove Depth:'i Plate Comp. (AISC Bracket): Disregard Groove Angle:! <– Disregard 1 Ej!!gLt H. Weld:' in Eifiet V. Weld:1 in Width: in H in Thick: S in N 0 tch: in Grade: 111111=�ksi Weld NOMMIksi Pole Data Diam: Thick: Grade: # • Sides: Base Plate Stress: 4n V IF Round .......... . ... .. .. .... WIft-kips Nn��ksi 111111NOW Stress Increase Factor Base Reactions Rini MA =*- 0 1 M10011 Base Plate Stress: l kips WIft-kips 50.0 ksi Base Plate Stress Ratio: Anchor Rod Results TIA F — Maximum Rod Tension 127.2 Kips Allowable Tension: 195.0 Kips Anchor Rod Stress Ratio: 65.2% Pass Base Plate Results Flexural Check Base Plate Stress: 46,6 ksi Allowable PL Bending Stress: 50.0 ksi Base Plate Stress Ratio: 933% Pass Horizontal Weld N * Vertical Weld: N * Plate Flex+Shear, fb/Fb+(fv/Fv)A 2: N Plate Tension+Shear, ft/Ft+(fv/Fv)A2: N Plate Comp. (AISC Bracket): N Pole Results Pole Punching Shear Check, NJ- Pole W/ LA�1 = D or Spoc Some As seer Spt cing, at for Ji.2ail Corner or OnPut C?eor Spoc mmr.# ` e "gy i Y;eEd Line A, "O's I I -F Oty/4 j I I t BASE OL THICKNESS Pole W/ LA�1 = D or Spoc Some As seer Spt cing, at for Ji.2ail Corner or OnPut C?eor Spoc mmr.# ` e rt r G Site Name: THE A pp . Numbe 24 2629 a i rtIIIIII`tIt�(�7i ` rti wj w nM q M /iii 944:..MMM�MMMPPR I]N • �i! f� i I 1 i� III A I a i rtIIIIII`tIt�(�7i ` rti •. *..* . � f. M /iii 944:..MMM�MMMPPR I]N • �i! f� i I 1 i� III A I I I a i rtIIIIII`tIt�(�7i ` rti •. *..* . � f. M /iii 944:..MMM�MMMPPR I]N a i rtIIIIII`tIt�(�7i ` rti III A I I I rti III A I I I Effectiv 9 III!,11 11;1��111111 I IIIIIIIIIIII!IIIII 1 111111 1 Concrete: Pier Diameter = Concrete Area = 2827.4 in 2 kmnm� L'IlinIMLIM AMA 2 §te2I Required area of steel = 14,14 in 2 Provided area of steel = 18.72 in 2 OK Axial Loading Load factor = Reduction factor = 0,9 Factored axial load = -8.66667 kips MMUFM Distance from extreme edge to neutral axis = 10.48 in Equivalent compression zone factor = 0.85 Distance from extreme edge to equivalent compression zone factor = 8.91 in Distance from centroid to neutral axis = 19,52 in Corrigression Zone Area of steel in compression zone = 4.68 in 2 Angle from centroid of pier to intersection of equivalent compression zone and edge of pier = 45,34 deg Area of concrete in compression = 26219 in 2 Force in concrete = 0.85 * f c * Acc = 668,58 kips Total reinforcement forces = -659.91 kips Factored axial load = -8.67 kips Force in concrete = -668.58 kips Sum of the forces in concrete = UO kips Maximum Moment First moment of the concrete area in compression about the centoid = 6476.67 in 3 Distance between centroid of concrete in compression and centroid of pier = 2410 in Moment of concrete in compression = 16515,51 in-kips Total reinforcement moment = 10959,91 in-kips Nominal moment strength of column = 27475,42 in-kips Factored moment strength of column = 19021.44 in-kips Maximum Allowable Moment = ft•kips R3 E WN tmr# imrnnl:. August 07, 2014 44 Ft Monopole Tower Structural Analysis CC/ BU No 876994 Project Number 902290, Application 242629, Revision I Page 23 ca � a j l w � NMI y M A MY Y�$q S I f t; zo- p y NMI y M A MY Y�$q S I f t; p y M ?t� is 4 7C X X fl i S t g �, a$ gkFt yi ue:.s`a3rt dtj ro R i f M Q � 7C X X x ro R i �, 1`2 4z nu Z3 jq�014 SITI SCALE. 3f32*'mV-0" W 31 ST AVE W z 0 z LU X print 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251 NO x 11�1ETtI��R1tGtTAi �; 9530 S STREET .� P t90EN ?X. AZ 85C44 X A EX. EQUIPMENT BY .» LLJ 7/25/14 ✓ FINAL CONST M _. (1) NEW SPRINT 2.5 ANTENNAS µ TYP. PER SECTOR 7/21/14 .•- 90% CONST MI. (SEE SHEET A »_EX. BUILDING ... �__. BUILDING �.._ ww (1) N SPRINT 2.5 RR LSD 6/19/14 90% CONST ML 1 1 TYP, PER SECTOR I x I (SEE SHEET A4) E.CRiP REV. DATE REVi9[QI! By rogi-fO FOR CON k y:: � .RtsS pAC�+.A�tt I ! EX, 6e NEW SPRINT ANTENNAS nl 1^ I ( ^� / CEN i EL1 E SOLUTIONS ti Adw ' rr�+1m A (( I___x \_ 16360 TA9LF MOUNTAIN PARKWAY ___._a_ X _..._.._X - »» ; _ ­ . � g . ....,. SPRINT EQUIPMENT AREA GOMM CO 80403 303-993 EX, FENCE -I (1) NEW SPRINT 2.5 SOU KIT INSIDE EX. MMBS w W CENTERLINI,s0 UTl0NS,C0M R E 3+61 # ## NV ALL SCALES ARE SET FOR A SIZE. "V 24"k° 5P# -EX BUILDING BUILDING PROJECT tWORMA THE G RANGE » »EX DNO3XCO92 CCU. J- 876994 OCI ,..10,.,.242 12700 W. 32NO AVE I WHEAT" RIDGE, CO 800213 JEFFERSON COUNTY ;. ORAVi k BY 04CMEOW7 OPROVEDW' . n ML JN KS 4' 0 96' 24" W 3 1 S AVE SITE PLAN r� ��.�� Al WALL RRU min* -.1 M, 4473011 ��ffim -- Im POLE I MOUNT SCALE: N 16360 TABLE MOUNTAIN PARKWAY GoldeA CO 90403 303- 993..3293 WWWkENTERLINESOLUTIONS,COM ALL SCALES ARE SLI FOR A SME'fr ?.*'AW SHEET CYLINDER SCHEN SCALE: N.T.S. MR RU TRANSFER SWITCH L ,/A,> T L_ E LOAD CENTER INT �MNt10Nw1 9305 SIST STREET PHOENIX AI R, 4 [ : M :IET S3U E)OS MCE CARNET GROUND EXI TlNC AC POWER DISTRIBUTION SCALE: N.T.S. SOLUTI DI SCALE. MT.S. LINE # Mw M s ",iY . # ""r a AEI EXI TlNC AC POWER DISTRIBUTION SCALE: N.T.S. SOLUTI DI SCALE. MT.S. LINE # mm f MIN MIN 9GALC KTI L'" 0 •4 � ALL CALEB ARE SET FOR A SWE'1724"X 5 SHEET 3 TYF' ANTENNA GROUNDING 4 GR UN©ING RISER DIAGRAM 9930 S,5IST5TREET PHOEMY, AZ 85044 7/25/14 MALCONST ML 7/21/14 9OX C ML 6/19/14 90% CONST ML REV, OATS REV1 OESCRIf'TION BY CONSTRUCTION MS WPAKD , CIENTE ,I,INE SOLUTIONS a xT 16360 TABLE MOUNTAIN PARKWAY SCALExCtS, GoWeq CO 03 303 °9933293 WWW ,CF , NT[ALlNE5(XUJl0NS,C0M ALL CALEB ARE SET FOR A SWE'1724"X 5 SHEET 3 TYF' ANTENNA GROUNDING 4 GR UN©ING RISER DIAGRAM City of 0 ge COM"MUNrry DEV1.1.01"MENT' # Date. q v4 Plan/Pennit# 1) ,-0 1 L V) Plan Review Fee. • Address: 1110 112th Ave NE, Suite 500 mulvannyG2 Architecture (Att: Clinton Dove) Bellevue WA 98004 MulvannyG2 Architecture (Carolyn G. Jones) clinton,dov6@mulvannyG2.com Phone� 425.463.1383 Contractor: Mark Young Construction, Inc Contractors City License #-. 21589 Phone: 303.776.1449 Contractor E-mail Address: imitc hell @mark vounaconstrug� Sub Contractors: Electrical: Plumbing Mechanical: W.R. City License # W.R. City License # W.R. City License Other City Licensed Sub: Other City Licensed S& City License # City License # Complete all information on BOTH sides of this form IS 11 Interior remodel in an existing Walgreens. Work includes adding a consult roorr, uT>qrading fixtures and finishes and related work associated with these modifications Sq. FVLF Stult, "t*ns Amps $"am$ CM*r IMENSEMSM TO City of Wheat Ridge Building and Inspection Services Div 7500 W 29 Ave Wheat Ridge CO 80033 ATTN Building Inspection Department PHONE 303-235-2855 FAX FROM Clinton Dove CC SEND VIA Fedex Priority Overnight - By 10:30 am —9— TRANSMITTAL DATE 6.13.2014 PROJECT Wheat Ridge CO PROJECT NUMBER 14-0147-21 09 NUMBER OF PAGES Including Cover Page RE Walgreens - 06883 Building Permit Application 11111111111111 0YZ �N • or ♦ ease Tee • i ie at ClintonAqK nrjy�gZ,.�qq or call on 425,463.1383, Kind regards, OL-- Clinton Dove 1 111: 1111 11111rill IR111 :jItIllill 111 1 are not as noted, please notify us at onoe. 42 5,463,2000 MO 112TH AVENUE NE � SUITE 300 1 BELLEVUE, WA 1 98004 l -11-1--------"--"'-------,- 425,463,2002 Mu {vannvG2. com I AA 1AdOD. INITIAM, DATE cn Cx =r C* 01 0 COL 0 Hf CL CL 40 ea Er c ;r a to En CA AA 1AdOD. INITIAM, DATE Hf 15 4t ----------------- ------------ i ------------ z vi 0 Not c 1 * I to a M w " ,, j -= c. * - , " zT = = mGS f Im 112' cul, Size 2-8 1/4' ! * +r ? ,� r. Plan # r 0305 permit # Building Permit Application (Comptete a# highlighted Property Address* t 1 6 Property Owner (please P rinq St I VA VJJ, t?, y ) Phocue. Address: .6 " r t City, State, ZIP. _2 _ __:. Ott *: .- « A .a City License # City License # City License # From: Lauren Mikulak <lrnikuIak@ci.wheatridge.co.us> Subject. RE: Sprint Tower DNO3XCO92-12700 W. 32nd Av., Wheat Ridge, CO Date. January 11, 2013 t * MST To: Ralph Xavier <ralphxavier@comcast.net> Cc Tarni Pritchard <tpritchardOebiconsulting.com> From- Ralph Xavier [mailto:ralphxaVier@comcast.net) Sent: Friday, January 11, 2013 9:10 AM To: Lauren Mikulak Cc. Tarni Pritchard ;�W-Wot: 5av�st Tayw6W*1=2-12700 W 32ftW City of Wh6at COMMUNm EiEvEwpww. 1 1111 r 1 11 pi� I I v p I I III I I Jill iiii Meeting Date: January 10, 2013 Applicant: Ralph Xavier for Sprint SideKick Communications LLC Phone: 303-523-4214 Email: LajpjL&Lv Attending Staff: Meredith Reckert, Senior Planner Lauren Mikulak, Planner I Specific Site Location: 12700 W. 32 Avenue Existing Zoning: Planned Commercial Development (Wal,Teens at Maple Grove 1 ) Existing Site Conditions*. The property is located at 12700 W. 32 Avenue, one lot east of Youngfield Street. The site is zoned Planned Commercial ae-velopm , , -,W sjjfi� Ih 1 le-11 I I =V Grove PCD which was originally approved in 2002. No, a neighborhood meeting will not be required. Planning comments: The following items were discussed based on the applicants proposal: Zoning The site is zoned Planned Commercial Development (PCD) and is part of the Walgreens at Maple Grove PCD. The existing CMRS tower on the property is considered a permitted use by the PCD, and collocation is expressly permitted and encouraged. Modification of existing facilities is perinitted. No special considerations were discussed regarding this site. Proce.vs No land use applications are necessary for the proposed modifications to the existing CMRS facilities; only a building permit will be required. Building Division comments: The Building Division was not present at the meeting and has no comments at this time. Please contact the Building Division for an% guestions related to thegennittinQ grocess: 303-235-2811 Public or comments: The Public Works Department was not represented at the meeting and has no comments regarding the application. Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Sarah Showalter — Planner 11 303-235-2849 LaurenMikulak — Planner 1 303-235-2845 John Schumacher — Chief Building Official 303-235-2853 19 Introduction • ## wh #• # i# # # # i # * a # Internet back # •� s # # # # # (1) Antenna Height (2) Color () Screening Stealth Design The existing lease compound is behind a chain link fence. i # *# Date: December Cathy Garziano APPROVED Ject to Re'd Wheat Ridge Buikfir'q) Date 7, 2012 Signed� U ntawe'-M , m 1-ME M. Structural Analysis Report Sprint PCS Co -Locate — Interim Load Carrier Site Number: DNO3XCO92 Carrier Site Name* N/A Crown Castle BU Number; 876994 Crown Castle Site Name: THE GRANGE Crown Castle JDE Job Number: 196986 Crown Castle Work Order Number. 556859 Crown Castle Application Number: 172313 Rev.1 Crown Castle Project Number: # ,: VE, WHEAT RIDGE, Jefferson County, CO Latitude 39" 45'38.6". Longitude -105 827.6" 44 Foot - Monopole Tower Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integdty of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 556859, in accordance with application 172313, revision 1. 11L LC7: Existing + Reserved + Proposed ' Equipment Sufficient Capacity Note: See Table 1 and Table 2 for the proposed and eAsting/reserved loading, respectively. based upon a wind speed of 100 mph 3-second gust, exposure category C with topographic cwelilory I and crest height of 0 feet. i determined avil4bfe structural capacity to be effective. We at Crown Castfe appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. SMEZMU� ►� Z/ 44 Ft Monopole Tower StructuralAnalysis ProjectNumber 556859, Application 172313, Revision I ffcaif # #« 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information © ANALYSIS PROCEDURE Table 4 - Documents Provided 3, 1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - <t< », Capacity (Summary) Table 6 - ,w© Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A 0 tnxTower Outp 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations wanrwmma »», , �# Lot) 3 kmw ET X TS 70 15 62 1 iR communications Rte w/ Mount Pipe 44.0 4,0 � 3 samsun RRH C2 w /EXT FILTER 3 1 -7/16 telecommunications 3 Samsun ., RRH -P4 1 B I I 40.0 38.0 38. tnxTower Report - version 6.0.4.0 1 tower mounts Miscellaneous [NA 502 -1] I�,�. � tower mounts Arm Mount [SCE 701 -3] 6 andrew ONEBASE DUAL DUPLEX TMA 3 andrew TMBX- 6516 -R2M w/ nm Mount Pipe 6516 -R2M 3 andrew Mount Pipe andiew __ nM. CC1 20 VPUB 7. 3 noki FRita 2 nokla 1 ray cap RNSDC- 7771 -PF-48 tower mounts -Arm M nt [TA 602 -31 6 1 7/8 1 1 12 I 7/8 1 1 1 -1/4 2 J dapa 5 58010 w/ Mount Pipe 3 w µ R RR 5 -18 04DPL2 w/ Mount ----Pi wireless µ 1 e ems wireless R RV90 -17 04DP w/ Mount y Pipe s �., . .� .w 6 1 7/8 1 1 12 I 7/8 1 1 1 -1/4 2 J 1) Existing Equipment 2) Reserved Equipment 44 44 9 dapa 58000 generic 2' Dish 2012��� 1 NOW UUMMEEM= 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables I and 2 and the referenced drawings. 4) The existing base plate grout was not considered in this analysis, tnxTower Report - version 6.0.4.0 I 861WO 1 1003 Pass' ;ase Found ton Soil Interaction It UIN UWITITI 0 0 I=. tnxTower Report - version 6.0.4,0 44017 DESIGNED APPURTENANCE LOADING HE TYPE ELEVATION TYPE sQ F$cxt $r$° x.6 1'7 C}t3PL wr` Mount Pipe ... :44 _... 7MA W/ h4tsurtit Pipe - 44 ' FM8XX-65I6 -FoM w/ Mount Pipe 17- 04C)Pwfklount _ �44 ._ _ TIVIBI( -6516 RPM W MnantMe , 18- 04[DPk2 wt MouM Pkm 44 -- — TM8Xx- 65M -R2MW1 Mkrurlt Pipe 18 04DP 2 wi Mount Pipe , 44 .. r t2l EGUl92fl -vlabe ^ iii 040PL2 wf Mount Pipe . 44 (2) ErtGtt$2GVP66 _ S -7QA 62 Mono 44 (2) EGC1920-VPUF3 1. Tower is located in Jefferson County, Colorado. FAIG ; 5.76 .1562 - 18 4RAD Nvi fftmt 44 _. ... FRIG _... _ ,FRIG TS- 70- 15292.18AR RD wl Mount FXFB FXFB ,2w1E:)0 FILTER 44 .... .RNSDC- 7771 ... ... 'E2 WEXT FILTER 44 T Arrn Mount (TA 0°12.3 :2 WEXT F ILTER ... :44 _... .6 x 2" Mcrs,rrB PBfn .. ... 4 _ 44 . .... _._ ,.. 6` x 2" Mount Poe 14 ... ..._ i4. __ _.. :44 . 6' x 2" M010a Ripe 1 1 , 11 ,, ..... _... _. q22 RR6548 MUUl4t PdTi$4 32 Sloe Arm Mount ISO 701.31 44 _.. ... __. -' (2p RR65 , 1 662DP wl Mount Pipe 32 Minx e,E6arttat'tUS [3VA 502 -1 1 :44 , -. (2) RR65 R W NIOUN POO _. 3? .- TMt3xX fi'r16 Ei2M wJ Mount Pipe n3 T MetC,X. - 651E - R 2M wl Maul Pipe 3$ (2} P4P7r MQt3ltt 1r 6t1t � t1 _ 2� t'MRXX- 6516 -APMwl MCiuot Pipe 38 ._ _ - HPGPE,23 C}N6YeA:iE TWIN nDUAL raUr .F~x '.:}8 i T , P4* Mount [FM 6071.11 ... 15 .. (7) ONEBASE TWIN DUAL, DUPLEX 314 .: . FiPCxPE .... is .. TMA MATERIAL STRENGTH C,RACIE F i F u �. RAM Py Fu } _. _ A607.60 , 69 kat 75 ksi TOWER DESIGN NOTES 1. Tower is located in Jefferson County, Colorado. 2. Tower designed for Exposure C to the TIA -222-G Standard, 3. Tower designed for a 100 mph basic wind in accordance with the TIA- 222 -G Standard, 4. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 6. Topographic Category 3 with Crest Height of O,000 It 7. TOWER RATING: 100.7% t Section Elevation Section Splice Z;b J Bottom Wall Bend Pole Grade Length Length Of Diameter D _ 27..859 :« . 4,111 2A34 11 389 22.258 12.934 771747 7715 Si de s 69306 1544.509 6,468 3.528 18.816 LI r 44,00 Weight P ult. Double Angle Double Angle Tower gusset Gusset Gusset Grade Adjust Factor E Elevation Area Thickness A s Stitch Bolt Stitch Bolt (per face) A, spacing Spacing eetfcrn lip tJia. Brea t r C !fC J ftfQ w wft W in i n in W in W in _in_ E1 .. _.._ 14.216 . w 8.220 198.136 4,903 7A1 . _ _ 27..859 . 396.532 . 4,111 2A34 11 389 22.258 12.934 771747 7715 11.135 69306 1544.509 6,468 3.528 18.816 Weight P ult. Double Angle Double Angle Tower gusset Gusset Gusset Grade Adjust Factor Adjust: Elevation Area Thickness A Factor Stitch Bolt Stitch Bolt (per face) A, spacing Spacing Diagonals Horizontals ft _ ft to �.�. �.,.�...� !n �....�_�.�_an.,_�. �. b tnxTower Report - version 6.0.4.0 Tower Gusset Gusset Gusset GradeAdjust, Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness A Factor Stitch Bolt Stitch Bolt Weight (per face) A, spacing spacing L1 44.000 -0.000 7 61 Number Per Row Diagonals Horizontals ft ft , in in in Ll 44,000- It 1 1 1 0.000 r k/f ASU9323 Description Secto Component Placement Total Number StaitlEn Width or Perimete Weight in in r Type L1 44.000 -0.000 7 61 Number Per Row d Dianiele r 1-M-50A(7/8") C No It 38,000 - 0,000 12 Position r k/f ASU9323 C No Inside Pole 38.000 - 0,000 1 No toe In fn 0.001 114) I-DF2-50(318") A Surface Ar 25.000 - 0,000 2 2 0,200 0,440 OMO LDF5-50A(718") C (CaAa) Inside Pole 32,000 - 0,000 6 0.210 0,000 0,000 LDF4-50A,(1/2") A Surface At 25.000 - 0,000 1 1 0.210 OMO 1,979 OMO (CaAa) 0.210 LDF2-50(318") A Surface Ar 15.000 - 0,000 4 2 0.210 0.440 OMO (CaAa) O 220 LDF4-50A(1/2') A Surface Ar 15.000 - 0,000 2 2 0.220 OMO 0.000 (CaAa) 0.220 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Lea ft Rift k1f TYPE 2(1-7116) C No Inside Pole 44.000 - 0,000 3 No Ice 0,000 0,001 in in in L1 44.000 -0.000 7 61 1-M-50A(7/8") C No Inside Pole 38,000 - 0,000 12 No Ice 0,000 0,000 ASU9323 C No Inside Pole 38.000 - 0,000 1 No toe 0.000 0.001 114) * LDF5-50A(718") C No Inside Pole 32,000 - 0,000 6 No Ice 0,000 0,000 Vt* Tower Tower Face AR AF CAAA CAAA Weight Sectic Elevation In Face (jut Face t Fa n ft fe to fe ft K B 0,000 U00 0,000 OMO 0,000 C t O U00 0.000 0,000 0.420 Section Elevation CPX CP CPX CPZ Ice Ice ft in in in in L1 44.000 -0.000 7 61 tnxTower Report - version 6.0,4.0 Description Face DeschpthTn Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side LDF2-50(3/8"� Leg Lateral t LDF4-50A,(1/2") LDF2-50(3/8")! Vert LDF4-506N(112"), Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft fe ft K ft ft - T - ighihin - gR i cd518 - " x - 6' -- C - None -- - 00 '4 7 0 0 No I ce 0 - 0.3 - 7 - 5 -- 0.033 V/ . 58010 w/ Mount Pipe A From Leg 4:000 0,000 44.000 No Ice 3.616 3.116 0.031 0.000 3,000 58010 wl Mount Pipe B From Leg 4,000 U00 44,000 No Ice 3.616 3,116 0,031 0,000 3.000 RV90-17-04DP w/ Mount C From Leg 4,000 0.000 44,000 No Ice 4,593 3,319 0,039 Pipe 0,000 3.000 RR66-18-04DPL2 w/ A From Leg 4,000 0.000 44,000 No Ice 4.593 3,319 0,034 Mount Pipe 0,000 3.000 RR65-18-04DPL2 w/ B From Leg 4.000 0.000 44.000 No Ice 4.593 3,319 0,034 Mount Pipe 0.000 3.000 RR65-18-04DPL2 wl C From Leg 4.000 0.000 44.000 No Ice 4.593 3,319 0,034 Mount Pipe 0.000 3,000 ET-X-TS-70-15-62-18-iR- A From Leg 3,000 0,000 44.000 No Ice 8.704 6,487 0,068 RD w/ Mount Pipe 0,000 3,000 ET-X-TS-70-15-62-18-iR- B From Leg 3.000 0.000 44,000 No Ice 8.704 6.487 0.068 RD wl Mount Pipe 0.000 3.000 ET-X-TS-70-15-62-1 84R- C From Leg 3.000 0.000 44.000 No Ice 8.704 6,487 0.068 RD w/ Mount Pipe 0.000 3,000 RRH-C2 WEXT FILTER A From Leg 3,000 0,000 44,000 No fee 6.195 5,162 0,082 0,000 3.000 RRH-C2 w/EXT FILTER B From Leg 3.000 0,000 44.000 No Ice 6.195 5.162 0.082 0.000 3.000 RRH-C2 WEXT FILTER C From Leg 3.000 0.000 44.000 No Ice 6.195 5.162 0.082 0,000 3.000 RRH-P4 A From Leg 3.000 0,000 44.000 No Ice 3.199 2.075 0.060 0,000 3.000 RRH-P4 B From Leg 3,000 0.000 44.000 No Ice 3.993 2.075 0.060 0.000 3,000 H December 07, 2012 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 556859, Application 172313, Revision 1 Page 10 Description Weight Face Offset Offsets. Azimuth Placement CAAA CAAA or Type Harz Adjustmen Front Side Leg Lateral t Vert ft it fe f1 2 ft ft From 06 0.000 3,000 Side Arm Mount [SO 701- C None 0,000 44,000 No Ice 2.830 2.830 0.195 31 Miscellaneous [NA 502-11 C None 0,000 44.000 No Ice 11,440 11,440 0,662 TMBXX-6516-R2M w/ A From Leg 4,000 0.000 38.000 No Ice 7,063 5.222 O.056 Mount Pipe 0.000 2000 TMBXX-6516-R2M w/ B From Leg 4.000 0,000 38,000 No fee 7,063 5,222 0,056 Mount Pipe 0.000 2.000 TMBXX-6516-R 2M w/ C From Leg 4,000 0,000 38,000 No Ice 7,063 5,222 0,056 Mount Pipe 0.000 2.000 (2) ONEBASE IN DUAL A From Leg 4,000 0.000 38.000 No Ice 0.674 0,306 0,011 DUPLEX TMA 0,000 2,000 (2) ONEBASE TWIN DUAL B From Leg 4,000 0,000 38.000 No Ice 0,674 0,306 0.011 DUPLEX TMA 0.000 2,000 (2) ONEBASE IN DUAL C From Leg 4,000 0.000 38,000 No Ice 0,674 0,306 0,011 DUPLEX TMA 0,000 2.000 'TMBXX-6516-R2M w/ A From Leg 4.000 0.000 38,000 No Ice 7.063 5.222 0,056 Mount Pipe 0,000 2,000 TMBXX-6516-R2M wt B From Leg 4b00 0,000 38,000 No Ice 7.063 5.222 0.056 Mount Pipe 0.000 2.000 TMBXX-6516-R2M w/ C From Leg 4.000 0,000 38,000 No foe 7.063 5.222 0.056 Mount Pipe 0,000 2,000 (2) ECC1920-VPUB A From Leg 4,000 0.000 38,000 No ice 0,539 0,207 0,008 0.000 2,000 (2) ECC1920-VPUB 8 From Leg 4,000 0,000 38,000 No Ice 0.539 0,207 0.008 0:000 2,000 (2) ECC1920-VPUB C From Leg 4.000 0.000 38.000 No Ice 0.539 0,207 0,008 0.000 2,000 FRIG A From Leg 4.000 0.000 38,000 No Ice 2.793 1,103 0,057 0,000 2,000 FRIG B From Leg 4.000 0,000 38.000 No Ice 2,793 1.103 0.057 0.000 2,000 FRIG C From Leg 4.000 0.000 38,000 No Ice 2.793 1.103 0.057 0:000 2,000 FXFB B From Leg 4.000 0,000 38,000 No Ice 4.128 1,123 0,055 0.000 2.000 FXFB C From Leg 4,000 0.000 38.000 No Ice 4,128 1,123 0.055 0.000 2,000 RNSDC-7771-PF-48 A From Leg 4,000 0.000 38,000 No Ice 3,708 1.376 0.020 0,000 2.000 T-Arm Mount [TA 602-31 C None 0,000 38,000 No Ice 11,590 11.590 0.774 6'x 2" Mount Pipe A From Leg 4.000 0,000 38.000 No Ice 1.425 1,425 0,022 0.000 0,000 tnxTower Report - version 6.0,4,0 Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight Weight or Type Herz Adjustmen 0,000 Front Side 4,593 3.319 Leg Mount Pipe Lateral t 0,000 Lateral Width Vert 0,000 Vert ft (2) RR65-18-02DP w/ ft ft ft K 32.000 No Ice 4.593 ft 0.034 Mount Pipe — Pa — r - a ­ boIoi — dF ­ ro ­ m --- 0,000 10 — 25.0 - 00 - 1158 No — Ice 1 — — 0.'0 - 2 — 0 w/Shroud (HP) 6'x 2" Mount Pipe B Preen Leg 4,000 0,000 38.000 No Ice 1.425 1.425 0,022 From Leg 4,000 0,000 0.000 No Ice 4,593 3,319 0,034 Mount Pipe C Paraboloid 0,000 0.000 -60,000 15,000 1,158 No Ice 1.050 0,020 6'x 2" Mount Pipe C From Leg 4.000 0.000 38.000 No Ice 1.425 1,425 0,022 T-Arrn Mount [TA 602-3] C 0,000 0,000 32,000 No Ice 11,590 11,590 0,774 * 0.000 � Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight (2) RR65-18-02DP w/ A From Leg 4,000 0,000 32,000 No Ice 4,593 3.319 0,034 Mount Pipe Leg 0,000 Lateral Width 0,000 Vert (2) RR65-18-02DP w/ B From Leg 4,000 0.000 32.000 No Ice 4.593 3,319 0.034 Mount Pipe — Pa — r - a ­ boIoi — dF ­ ro ­ m --- 0,000 10 — 25.0 - 00 - 1158 No — Ice 1 — — 0.'0 - 2 — 0 w/Shroud (HP) 0.000 0,000 (2) RR65-18-02DP wl C From Leg 4,000 0,000 32,000 No Ice 4,593 3,319 0,034 Mount Pipe C Paraboloid 0,000 1,000 -60,000 15,000 1,158 No Ice 1.050 0,020 w/Shroud (HP) 0.000 0.000 T-Arrn Mount [TA 602-3] C None 0,000 32,000 No Ice 11,590 11,590 0,774 * (2) Pipe Mount [PM 601 -1] B From Leg 0,500 0.000 25,000 No Ice 3.000 0.900 0,065 0,000 0,000 * l/P Pipe Mount [PM 601-1] C From Leg 0.500 0,000 15.000 No Ice 3.000 0,900 0.065 0,000 0.000 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert IT ft ft ft K --- WP — Ci 5 E - -2S -- B — Pa — r - a ­ boIoi — dF ­ ro ­ m --- 10 — 25.0 - 00 - 1158 No — Ice 1 — — 0.'0 - 2 — 0 w/Shroud (HP) Leg 0,000 0,000 HPCPE-23 C Paraboloid From 1,000 -60,000 15,000 1,158 No Ice 1.050 0,020 w/Shroud (HP) Leg 0.000 5,000 Sectio Elevation Component Condition Gov, Axial MajorAxis Minor Axis n ft Type K Load Moment Moment No, Comb, KkW" ft li R:ft LI 44-0 Pole Max Tension 1 0.000 0.000 0.000 0,016 Max. H, Max, Compression 14 -7.831 -0.654 -379,899 Max. M, 2 Max, MX 8 -7.831 -383,376 -1,234 8 383,376 Max. My 14 - 7.839 0.654 -379.899 0,099 9,939 Max, Vy 8 9.961 -383376 -1234 4,937 -8,487 Max, Vx 2 -9.848 0.592 379.564 -0,034 Min, H., Max. Torque 5 -0.025 -0,124 Location Condition Gov, vertical Horizontal, X Horizontal, Z Load K K K Comb, Pole Max, Vert 20 7.858 9,939 0.016 Max. K 21 5.893 9.939 0,016 Max. H, 2 7,858 0.025 9.827 Max. M, 2 379.564 0.025 9.827 Max. M, 8 383,376 -9.939 4034 Max. Torsion 21 0,099 9,939 0,016 Min, Vert 17 5.893 4,937 -8,487 Min. H. 8 7,858 -9,939 -0,034 Min, H., 14 7,858 -0.025 -9,807 Min, M. 14 -379.899 -0,025 4807 Min, M, 20 -383,313 9.939 0,016 Min, Torsion 9 -0.094 -9.939 -0,034 tnxTower Report - version 6.0.4.0 Load vertical Shear, Shear, Overturning Overturning Torque Combination Moment M, Moment, M, Dead Only 6,548 0,000 0.000 4,326 -0,025 -0,000 1,2 Dead+ 1 .6 Wind 0 deg - 7,858 -0.025 -9.827 -379,564 0,592 -0.001 No Ice 0.9 Dead+1,6 Wind 0 deg - 5.893 -0,025 -9,827 -376,992 0,598 0,001 No Ice 1.2 Dead+ 1 .6 Wind 30 deg - 7,858 4.942 -8,508 -328.570 -191,019 0,030 No Ice O.9 Dead+1,6 Wind 30 deg - 5,893 4,942 -8,508 -326.357 -189,664 0,033 No Ice 1,2 Dead+1,6 VVind 60 deg - 7,858 8.581 -4.918 -189,638 -331,377 0.058 No Ice 0.9 Dead+1,6 Wind 60 deg - 5.893 8,581 -4,918 -188A03 -329,036 0.060 No Ice 1.2 Dead+1,6 Wind 90 deg - 7.858 9,939 0.034 1,234 -381376 0,093 No Ice 0,9 Dead+ 1.6 Wind 90 deg - 5,893 9.939 0,034 1,128 -380.672 0,094 No Ice 1.2 Dead+1,6 Wind 120 deg 7,858 8,612 4.942 191.075 -332A32 0,078 - No Ice 0.9 Dead+1 .6 Wind 120 deg 5.893 8,612 4.942 189,631 -329389 0,078 - No toe 1.2 Dead+ 1 .6 Wind 150 deg 7,858 4,980 8.512 329,513 -191,985 0,045 - No Ice 0.9 Dead+ 1,6 Wind 150 deg 5,893 4,980 8,512 327,493 -190,628 4.043 - No Ice 1,2 Dead+1,6 Wind 180 deg 7,858 0,025 9.807 379,899 -0,654 0.007 - No Ice 0.9 Dead+ 1.6 Wind 180 deg 5,893 0,025 9,807 377,122 -0,644 0.005 - No Ice 1,2 Dead+1 .6 Wind 210 deg 7.858 -4.937 8.487 328.891 190.843 -0.035 - No Ice 0,9 Dead+1,6 Wind 210 deg 5.893 -4,937 8.487 326.473 189,507 4037 - No Ice 1.2 Dead+ 1.6 Wind 240 deg 7.858 -8.587 4,899 189,996 331,447 -0.077 - No Ice 0.9 Dead+ 1,6 Wind 240 deg 5.893 -8,587 4.899 188.556 329,123 -0.079 - No Ice 1,2 Dead+1,6 Wind 270 deg 7,858 4939 -0,016 4012 383,313 -0.098 - No Ice 0,9 Dead+1.6 Wind 270 deg 5,893 4939 -0,016 -0,114 380,626 4099 - No Ice 1.2 Dead+ 1,6 Wind 300 deg 7.858 -8.606 A961 -190.716 331.936 -0.064 - No Ice 0,9 Dead+ 1 .6 Wind 300 deg 5,893 -8.606 -4.961 -189,478 329,610 4064 - No foe 1,2 Dead+ 1.6 Wind 330 deg 7,858 -4,985 -8,533 -329A93 192,034 -0,034 - No ice 0.9 Dead+1,6 Wind 330 deg 5.893 -4,985 -8.533 -326.977 190,694 4032 - No Ice Dead+Wind 0 deg - Service 6.548 4005 -1,978 -75,884 0,099 -0.000 Dead+Wind 30 deg - Service 6,548 0.995 -1313 -65.655 -38.337 0.006 Dead+Wind 60 deg - Service 6,548 1.727 -0,990 -37,787 -66.492 0.012 Dead+Wind 90 deg - Service 6.548 2.001 0.007 0.502 -76,924 0,019 Dead+Wind 120 deg - 6.548 1.734 0.995 38,583 -66B44 0.016 Service Dead+Wind 150 deg - 6.548 1,003 1,714 66,352 -38.531 0,009 Service Dead+Wind 180 deg - 6,548 0,005 1,974 76,459 -0,151 0.001 Service Dead+VVind 210 deg - 6.548 -0,994 1,709 66.227 38,262 -0.008 Service Dead+Wind 240 deg - 6.548 -1.729 0.986 38,366 66,467 -0.016 Service Dead+Wind 270 deg - 6.548 -2,001 4003 0,251 76.871 -0,020 Service Dead+Wind 300 deg - 6,548 -1.732 -0,999 -38,003 66.565 -0-013 Service Dead+V\And 330 d— - 6,548 -1,004 -1318 -65180 38,501 4007 tnxTower Report - version 6.0,4,0 Load Vertical Shear, Shear, Overtuming Overturning Torque Combination Moment, M. Moment, M, Service K ---- — -------- 2 Yes Sum of Applied Forces 0,00000001 0,00001874 Sum of Reactions 3 Yes Load Pk Py PZ PX Py PZ % Error Comb. K K K K K K 6 Yes w 0,00000001 0,00003669 7 Yes 2 -0,025 -7,858 -9,827 4.025 7.858 9.827 0,000% 3 -0,025 -5,893 4827 0,025 5.893 9.827 4.400% 4 4,942 -7.858 -8,508 -4942 7,858 8,508 0.000% 5 4,942 -5,893 -8,508 -4,942 5.893 &508 0.000% 6 8,581 -7.858 -4.918 -8,581 7.858 4.918 0,000% 7 8,581 -5.893 -4,918 -8.581 5,893 4,918 0.000% 8 9.939 -7,858 4,034 4939 7.454 -0,034 0,000% 9 9.939 -5.893 4,034 -9,939 5.893 -0,034 U00% 10 8.612 -7.858 4,942 -8.612 7,858 -4,942 0,000% 11 8,612 -5.893 4,942 -8,612 5.893 -4.942 0,000% 12 4,980 -7.858 8,512 4980 7,858 -8,512 0,000% 13 4,980 -5.893 8,512 -4,980 5.893 -8,512 0,000% 14 4.025 -7.858 9.807 4025 7.858 -9,807 0,000% 15 4.025 -5.893 9,807 4025 5,893 -9.807 0.000% 16 -4.937 -7.858 8,487 4,937 7,858 -8,487 0,000% 17 -4,937 -5,893 8.487 4.937 5,893 -8A87 0.000% 18 -8.587 -7.858 4,899 8.587 7,858 -4.899 0.000% 19 -8.587 -5.893 4.899 8.587 5,893 -4,899 0,000% 20 -9,939 -7,858 -0.016 9,939 7,858 0,016 0.000% 21 -9.939 -5°893 -4.416 9,939 5,893 4.016 0.000% 22 4606 -7.858 -4,961 8,606 7.858 4,961 0.000% 23 4606 -5.893 -4,961 8,606 5,893 4.961 0.000% 24 -4,985 -7,858 -8,533 4.985 7,858 8,533 0,000% 25 -4,985 -5,893 4533 4,985 5,893 8,533 0,000% 26 4005 -6Z48 -1.978 0.005 6.548 1.978 0,000% 27 0.995 -6,548 -1.713 -0,995 6,548 1.713 0.000% 28 1,727 -6,548 -0.990 -1.727 6,548 0,990 0.000% 29 2,001 -6,548 0,007 -2,001 6,548 -0,007 0,000% 30 1,734 -6,548 0.995 -1,734 6,548 -0,995 0.000% 31 1,003 -6Z44 1,714 -1.443 6.548 -1,714 0,000% 32 0,005 -6,548 1.974 -0,005 6.548 -1,974 0,000% 33 4994 -6,548 1.709 4.994 6.548 -1,709 0.000% 34 -1329 -6,548 4,986 1,729 6.548 4986 0,000% 35 -2.001 -6,548 4003 2,001 6,548 0,003 0.000% 36 -1,732 -6.548 -0,999 1,732 6.548 0,999 0,000% 37 - 1,044 -6,548 -1318 1,004 6.548 1,718 0.000% 2 Yes 4 0,00000001 0,00001874 3 Yes 4 0.00000001 0.00000001 4 Yes 5 0,00000001 0,00003696 5 Yes 4 0,00000001 4W071797 6 Yes 5 0,00000001 0,00003669 7 Yes 4 0.00000001 4.00071241 8 Yes 4 0.00000001 4.00002928 9 Yes 4 0.00000001 0,00001693 10 Yes 5 0,00000001 0,00003722 11 Yes 4 0.00000001 0.00072157 12 Yes 5 0.00000001 0,00003694 13 Yes 4 0.00000001 4.00071661 tnxTower Report - version 6.0.4,0 14 Yes 4 0,00000001 0.00001933 15 Yes 4 0.00000001 0,00000001 16 Yes 5 0.00000001 0.00003687 17 Yes 4 0.00000001 0.00071540 18 Yes 5 0,00000001 0,00003725 19 Yes 4 0,00000001 0.00072265 20 Yes 4 0.00000001 0,00002639 21 Yes 4 0.00000001 0,00000001 22 Yes 5 0.00000001 0,00003675 23 Yes 4 0,00000001 0.00071338 24 Yes 5 0.00000001 0,00003687 25 Yes 4 0,00000001 0.00071557 26 Yes 4 0,00000001 0,00000001 27 Yes 4 0,00000001 0,00000001 28 Yes 4 0.00000001 0,00000001 29 Yes 4 0,00000001 0.00000001 30 Yes 4 0.00000001 0.00000001 31 Yes 4 0.00000004 0.00000001 32 Yes 4 0,00000001 0.00000001 33 Yes 4 0,00000001 0.00000001 34 Yes 4 0.00000001 0,00000001 35 Yes 4 0.00000001 0,00000001 36 Yes 4 0.00000001 0,00000001 37 Yes 4 0,00000001 0,00000001 Section Elevation Horz. Gov, Tilt Twist No. Deflection Load ft in Comb. ---- 7 44 — 0 ------ T - 992 ' ---- 0,89 - 3 - ' -- 0.0 - 00 • ar Elevation Appurtenance Gov. Deftection Tilt Twist Radius of Load Curvature ft Comb, in ft --- i - 7 - ,000 Lightning Rod 518" x 6' 30 4.992 0.893 0.000 Inf 44,000 58010 w/ Mount Pipe 30 4.992 0,893 0.000 Inf 38.000 TMBXX-6516-R2M w/ Mount 30 4.311 0.771 0,000 inf Pipe 32.000 (2) RR65-18-02DP w/ Mount 30 3,630 0,649 0.000 Inf Pipe 25.000 HPCPE-23 30 2.836 0,507 0.000 Inf 20.000 HPCPE-23 30 2,269 0,406 0;000 Inf 15.000 Pi e Mpiint IPM 601 -1 30 1.702 0.304 0,000 Inf Section Elevation Horz. Gov, Tilt Twist No. Deflection Load ft in Comb, LI tnxTower Report - version 6,0.4.0 = 21 Elevation Appurtenance Gov. Deflection Tilt Taoist Radius of No, P. m. Load ft K a V„ kip -ft Curvature ft 9.3 44-0(1) TP21,92x34xO.388 9.961 Comb. i n 7613.1164 Ratio It 47.{30{7 .m_ Lightning Rod 5/8" x 6' � 8 _ _m24.83 : _. a. _ 4,447 .. _a .:0,00.1 _ _ Rnf._, .. 44.000 56010 w/ Mount Pipe 8 24,833 4,447 0.001 9nf 38,000 TMIRXX- 6516 -R2M w/ Mount 8 23.446 1840 0.001 9nf Pipe 32,000 (2) RR65• -O2DP w/ Mount 8 98.060 3.234 13.001 Inf Pipe 25.000 HPCP9 - 3 8 14110 2.526 0,001 9nf 20.000 HPCPP -29 8 11,288 2.0321 0.001 Enf 15,000 Pi e m- - r 603 -3 8 8.466 1.516 0.000 tnf Section Elevation Size L L� Kl✓r A P. W" patio No. P,,, ft ft ft in' K K "" L1 44 - 0 (1) TP23.92x14xO.388 44.000 0.000 0.0 12.934 7.831 ... 81x3.070 . � 0.009 4.8.2 (1.03 CR) - 9 Section Elevation Size !i7 k . patio fVl ,,, Ratio ft ki ft ki -ft x kip -ft kipw yt P� ci — . d . {"i'} T 1,1.92x14 0 -18 383.378 „ 384.512 0,997 0.000 384.512 0.000 Section Elevation Size Actual V„ Ratio Actual 41 T, Ratan Comb, Allow Criteria No, P. m. mIly ft K a V„ kip -ft kip -ft � 7°" w 0,000 9.3 44-0(1) TP21,92x34xO.388 9.961 430.535 0.023 0.093 7613.1164 Ratio Section Elevation Ratio Ratio Ratio Comb, Allow Criteria No, P. m. mIly V. T Stress Stress ft OP. W Ratio Ratio LI f 009 0,997 01: 0.(Z1 1007 1 !(FO 478 2 tnxTower Report - version 6.0},4,0} °`'' Section Elevation Component Size Critical P Opa— % Pass No, ft Type Element K K Capacity Fail m. --- fp2 T 7.831 861.070 1001 aiP Summary Pole (L1) 1001 Fail RATING = 1001 Fail tnxTower Report - version 6.0,4.0 .... .. .. . . I tnxTower Report - version 6,0,4.0 cz= is wpm$ tw 47"" TOMM ol C-aksa&u 929AMEM" tnxTower Report - version 6.0.4.0 Monopole Pier and Pad Foundation • *': G Site Name: THE Ap p. Num 172313, R ev I TI A - 222 R evisi o n: 1: Monopole Pier and Pad Version 1.2 Effective Date: 91912010 s: 1 r y °1 Vii' rr �� Monopole Pier and Pad Version 1.2 Effective Date: 91912010 s: 1 r y °1 Vii' rr Monopole Pier and Pad Version 1.2 Effective Date: 91912010 s: °1 Vii' rr Monopole Pier and Pad Version 1.2 Effective Date: 91912010 s: °1 Vii' Monopole Pier and Pad Version 1.2 Effective Date: 91912010 s: Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions, 1) Rod groups at corners. Total # rods divisible by 4, Maximum total # of rods = 48 (12 per Corner), 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) 0ear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) U B#: 876994 Site Name: THE GRANGE MI MI Anchor Rod Data Vertical Weld: in ksi "0" IF Round Plate Flex+Shear, fb/Fb+(fv/Fv) 11100= 111111M N/A Diam, N/A lin** Rod Material: ,degrees Yield, Fy:1 ONE= I<– Disregard L Strength, Fwl in Wi t in Plate Data Thick: ' Lc-lip Dista Vertical Weld: in ksi "0" IF Round Plate Flex+Shear, fb/Fb+(fv/Fv) 11100= 111111M Pole Data Diarn�OJNM,jn Thick: Graden' # of Side. Vertical Weld: in ksi "0" IF Round Plate Flex+Shear, fb/Fb+(fv/Fv) 11100= 111111M N/A Plate Comp. (AISC Bracket): N/A lin** ,degrees I<– Disregard in Wi t in W wi Hei i in Thick:1 NEEMin Notckmi,11MM in Grade: ksi Weld I OJJMM�ksi t. between Sti eners at Pole Data Diarn�OJNM,jn Thick: Graden' # of Side. Vertical Weld: in ksi "0" IF Round Plate Flex+Shear, fb/Fb+(fv/Fv) 11100= 111111M Base Reactions TIA Revision: Factored Moment, Mu: Factored Axial, Pu: Factored Shear, VW. Vertical Weld: ift-kips Plate Flex+Shear, fb/Fb+(fv/Fv) 11100= 1010=1ki Anchor Rod Results TIA G — Max Rod (Cu+ Vu/n): 165,5 Kips Axial Design Strength, 4>*Fu*Anet: 260,0 Kips Anchor Rod Stress Ratio 63.6% Pass Base Plate Results Flexural Check Base Plate Strew 38 .3 ksi PL Design Bending Strength, O*Fy: 45,0 ksi Base Plate Stress Ratio: 850% Pal Horizontal Weld: N/A Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/Fv) NIA Plate Tension+Shear, ft/Ft+(fv/Fv)A2: N/A Plate Comp. (AISC Bracket): N/A Pole Results MIM CCIplate 1.5 - Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 121612012 4P Cathy Garziano Crown Castle 23=# # E��� Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: r-AIIIIIJIk N" PREWY Latitude 39* 45'38.6" Longitude -105 8' 27.6 Monopole Tower Crown Castle is pleased to submit this "Structural Analysis Report!' to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of WorW and the terms of Crown Castle Purchase Order Number 556859, in accordance with application 172313, revision 1 LC7: Existing + Reserved + Proposed Equipment Sufficient capaC4 Note: See Table I and Table 2 for the proposed and existing/reserved loading, respediveiy. based u�on a wind speed of 100 mph 3-second gust, exposure category C with topographic category I and crest height • 0 feet. M011H We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Anvil Fil !'1 111,11, 019EG�• 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 5) APPENDIX A tnxTower Output • APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 6.0.4.0 December 07 2012 44 Ft Monopole Tower Structural Analysis CC/ BU No 876994 Project Number 556859, Application 172318., Revision I Page 3 UK#] MM M om EM 3&0 tnxTower Report - version 6,0.4,0 2 dapa 58010 w/ Mount Pipe 3 erns wireless RR65-18-04DPL2 w/ Mount Pipe I ems wireless RV90-17-04DP w/ Mount Pipe 1 - PEA — 502 - -1 - ] --, I v » tower mounts Side Arm Mount [SO 701-31 6 andrew ONEBASE TWIN DUAL DUPLEX TMA 3 andrew TMBXX-6516-R2µ w / Pipe--- 3 andrew Mount Pipe ECC1920-VPUB nokia FXFS raycap RNSDC-7771-PF-48 mounts rm Mount [TA 602-3] 6 7/8 3 12 1 7/8 I 1 1 1-1/4 2 R - # • It . 44 44 9 dapa 58000 .,....�. ,���w� .,a�..�w�u� generic 2'Dish 2912�•r INIM 0 111OWNW111 W MINIM ll Fill 292�• tnxTower Report - version 6.0.4.0 � � t Notes: 1) Existing Equipment 2) Reserved Equipment 3) Existing Equipment to be removed, not considered in this analysis .1=3��� 1 -7 A89 861,070 87.5 Pais ...... ... .. . .... ... ........... . ... i Sumrnar yF "-- . ......... . . ...... .......... . Pale (C.1) 87,5 Pass 87.5 Pass Rating --- -- tnxTower Report - version 6.0.4.0 ation Soil Interaction tnxTower Report - version 6.0.4.0 A Ft Monopole Tower Structural Analysis Project Number 556859, Application 172313, f Uffluagkll wer Report - version 6.0.4,0 TM63XX`6516 wt ki rl Pere 38 6' x 2° Mount Mpe _... 38 _. _.. . T rt8XX -651 f FMM W klount yips' .3Ct . (2) S'3FitS5.1 d °C}dCr� w/ Mount Pyre 32 (" ( NEBASE TWIN DUAL DUPLEX ` 3£1 - iz} NFtf��18 [J2[7F wl Mount Pipe _ ;le. _ J( IMA (2) taR16518 wr` Mount Pine - 32 { y; (2, 6WHASE TWrIN DUAL DUPOEX x.38 T - Arm Mount ITA 602 3) ' V " IMA (2) Pipe MSoum )£'M 601.1) 25 ._.... _ ONERASE TLViN DUA €, D6FLE 38 HPGPE -23 ?9 TMA -Pirre MOUM IPM 641` 11 15 F➢3IGPE 23 - . MATERIAL STRENGTH h X41 Cs1TAF3E Y U ... 467.60 :53 ksi :75 kai_ . TOWER DESIGN NOTE 1, Tower is located in Jefferson County, Coioraado, 2, Tower designed for Exposure C to the TIAt -222 -0 Standard. 3, Tower designed for a 100 mph basic wind in accordance with the TIA-222O Standard. 4. Deflections are based Upton a 60 mph wind. 5, Tower Structure Class It, 6, Topographic Category t with Crest Height of 0.000 ft 7, TOWER HATING: 87.5% WC1, -W t ulu II I( I IV "' t9 0 OI I� 6P�WP'� 4 dl�l • ♦• IAN � ������ � Ie Are soietons Phone� (724) 416-2000 NT Ef75knirg RW 58' x 6' ;47 TTMBXX °6516°R2M w Mount Fine 3 38 El'-X- TS- 70-15 62 -18` tR -AD W) Mount '44 .. ..... " TMBXX , 6516 -82M wl Mount tlpes ; ;35# Poe TA1e BXX .cf3t6`r32M wd M45W4n1 Pt(P&Y 44.0 41 _ E F -T5 76 15 °62- S1EF9T RD wl Mount 44 , .38 — _- : : :.. E (P)ECCl926 °VPUB , , 38 e g ET °X- TS7ta °1h f2 °S8`i €`t.FbEi wt MAacr 44 ( T 1 1 3u i�a, F �F 3i R .. .FN 3 3 . - - ±' R RRFLC2 WEXT FILTER 4 <9 " " ° RRILP4 _ ;353 _ 4 38 RNR` DC 1171 `PF 48 3 36 She Arm Mou (so'N(bt °3j , F,{ ' 3A i 6 a , M 6'x2 'MountF'Vo . 6 M .. . 7 MC urd Pipe } : :i#3 WC1, -W t ulu II I( I IV "' t9 0 OI I� 6P�WP'� 4 dl�l • ♦• IAN � ������ � Ie Are soietons Phone� (724) 416-2000 NT • r Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius � M. 7.112 m.__._ 27.$59 Si _ 2.134 11.381 w_ 22258 12.934 771.747 7.715 11.135 LI 44.0004000 44,000 1544,509 18 14M0 Ti79 Adjust. Weight mutt. Double Angle Double Angle Elevation Area Thickness At Factor Stitch soft Stitch Solt (per face) ..._____ . __... _ _....... Section Tip Di& Area ..... . _ .. ... . _....,,m._ 1 r .... Q ... _. ......_. 1!G ..,..__._._......, J _ _.__..___. ........._ ..._. _...._.. __._.... _�...�..__... AIQ w wit in in in in in in in i n z in _ LI..._ 14216 8,220 _ _ 198,136 4,903 � M. 7.112 m.__._ 27.$59 396, 532 w..w. 4.111 _ 2.134 11.381 w_ 22258 12.934 771.747 7.715 11.135 69.306 1544,509 6.468 3.528 18.816 Tower Gusset Gusset Gusset GradeAdlust. Factor Adjust. Weight mutt. Double Angle Double Angle Elevation Area Thickness At Factor Stitch soft Stitch Solt (per face) A, Spacing Spacing i Diagonals Horizontals ft ft` in in in • " _• # Tower Gusset Gusset Gusset GradeAdjust Factor Adjust. Weight Mult, Double Angle Double Angle Elevation Area Thickness A Factor Stitch Bolt Stitch Bolt Weight (per face) A, Spacing Spacing Number Per Row Diagonals Horizontals ft fF in in in ft 0,000 r kif Description Secto Component Placement Total Number StartlEn Width car Perimete Weight r Type Number Per Row d Diamete r ft Position r kif in in LDF2-50(318") A Surface Ar 25.000 - OMO 2 2 0,200 0.440 0.000 (CaAa) 0,210 LDF4-50A(112") A Surface At 25,000 - OMO 1 1 0.210 OMO 1.979 0.000 (CaAa) 0,210 * LDF2-50(318") A Surface Ar 15.000 - 0,000 4 2 0,210 0.440 0,000 (CaAa) 0,220 LDF4-50A(1/2") A Surface Ar 15,000 - OMO 2 2 0.220 0.630 0.000 (CaAa) 0.220 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number If fee klf TYPP 711-711AI r" Mn InQirfo PAIA — Mn1f —, Ann — n() — n0n1 LDF5-50A(7/8") ASU9323TYPOI(1- 114) LDF5-50A(718") C No Inside Pole X000 - 0.000 12 No Ice 0,000 0,00# C No Inside Pole 38,000 - 0,000 1 No fee 0,000 OMI C No Inside Pole 3Z000 - OMO 6 No Ice 0.000 0,000 Tower Tower Face A,�, AF CAAA CAAA Weight Sectio Elevation In Face Out Face Ll 44,000-0,000 A 0.000 OMO 8.035 0,000 0,017 B U00 0,000 0,000 OMO 0.000 C 0,000 0,000 0.000 0,000 0.333 Section Elevation CP CPz CPX CP7 Ice Ice ft in in in in L, 44M0 -0,000 -0,135 -0,260 -0,135 -0260 44 Ft Monopole Tower Structural Analysis Project Number 556859, Application 172313, Revision I Description Face ........ . . .. Description Offsets: Azimuth Placernent CAAA ,AAA Weight or Type Harz Adjustmen Front Side LDF2-50(318 Leg Lateral t LDF4-S0A(1/2") 1.00001� LDF2-50(3/8") Vert 1,00001� LDF4-50A(I/Z') i i 0001! Description Face Offset Offsets: Azimuth Placernent CAAA ,AAA Weight or Type Harz Adjustmen Front Side Leg Lateral t Vert ft ft ft ft K ft ft Lightning Rod 5/8" x 6' C None 0,000 47,000 No Ice 0.375 0375 0.033 ET-X-TS-70-15-62-18-iR- A From Leg 3.000 0:000 44.000 No ice 8,704 6.487 0,068 RD w/ Mount Pipe 0.000 3.000 ET'-X-TS-70-15-62-18-iR- B Frorn Leg 3,000 0,000 44,000 No Ice 8,704 6.487 0,068 RD w/ Mount Pipe 0.000 3,000 ET-X-TS-70-15-62-18-iR- C From Leg 3,000 0,000 44,000 No ice 8,704 6.487 0.068 RD w/ Mount Pipe 0.000 3.000 RRH-C2 WEXT FILTER A From Leg 3.000 0.000 44,000 No toe 6.195 5A62 0.082 0,000 3,000 RRH-C2 w/EXT FILTER B From Leg 1000 0,000 44,000 No Ice 6,195 5,162 0,082 0.000 3,000 RRH-C2 MEXT FILTER C From Leg 3.000 0.000 44.000 No Ice 6.195 5,162 0,082 0,000 3,000 RR _p4, A From Leg 3.000 0,000 44.000 No Ice 3,191 2.075 0.060 0,000 3.000 RRH-P4 B From Leg 3,000 0.000 44.000 No Ice 3.191 2,075 0.060 0.000 3.000 RRH-P4 C From Leg 3.000 0.000 44.000 No Ice 3.191 2,075 0.060 0,000 3,000 Side Arm Mount (SO 701 - C None 0.000 44.000 No Ice 2.830 2,830 0.195 31 MisceItaneous [NA 502-1) C None 0.000 44,000 No Ice 11,440 11.440 0,662 . TMBXX-6516-R2M wl A From Leg 4.000 0.000 38.000 No Ice 7.063 5.222 0.056 Mount Pipe 0.000 2,000 TMBXX-6516-R2M w/ B From Leg 4.000 0,000 38.000 No fee 7.063 5.222 0,056 Mount Pipe 0,000 2.000 TMBXX-6516-R2M wl C From Leg 4,000 0,000 38,000 No toe 7.063 5,222 0.056 Mount Pipe 0.000 2,000 (2) ONEBASE IN DUAL A From Leg 4.000 0,000 38.000 No Ice 0.674 0,306 0.011 DUPLEX TMA 0,000 tnxTower Report - version 6.0.4.0 Description Face Offset Offsets: Azimuth Placement CAAA CAAA weight or Type Herz Adjustmen Front Side Leg Lateral t Vert It ft fe ft' K ft ft (2) ONEBASE TWIN DUAL B From Leg 4:000 0,000 38.000 No Ice 0.674 0,306 0,011 DUPLEX TMA 0,000 2,000 (2) ONEBASE TWIN DUAL C From Leg 4,000 0.000 38,000 No Ice 0.674 0.306 0,011 DUPLEX TMA 0.000 2,000 TMBXX-6516-R2M w/ A From Leg 4.000 0,000 38,000 No Ice 7,063 5,222 0.056 Mount Pipe 0.000 2,000 "rMBXX-6516- w/ B From Leg 4.000 0.000 38.000 No Ice 7.063 5.222 0,056 Mount Pipe 0.000 2.000 TMBXX-6516-R2M w/ C From Leg 4,000 0,000 38,000 No Ice 7,063 5,222 0.056 Mount Pipe 0.000 2.000 (2) ECC1920-VPUB A From Leg 4.000 0.000 38,000 No Ice 0.539 0,207 0,008 0,000 2,000 (2) ECC 1 920-VPUB B From Leg 4,000 0.000 38.000 No toe 0.539 0,207 0.008 0,000 2,000 (2) ECC1920-VPUB C From Leg 4,000 0.000 38,000 No Ice 0.539 0,207 0,008 0:000 2,000 FRIG A Frorn Leg 4.000 0.000 38,000 No fee 2.793 1.103 0,057 0,000 2,000 FRIG B From Leg 4,000 0.000 38.000 No Ice 2,793 1,103 0.057 0.000 2.000 FRIG C From Leg 4.000 0.000 38.000 No toe 2,793 1.103 9.057 0,000 2.009 FXFB B From Leg 4.000 0.000 38.000 No Ice 4.128 1,123 0,055 0,000 2.000 FXFB C From Leg 4.000 0.000 38.000 No Ice 4,128 1.123 0,055 0.000 2,000 RNSDC-7771-PF-48 A From Leg 4.000 0.000 38:000 No Ice 3,708 1,376 0.020 0.000 2,000 T-Arras Mount (TA 602-31 c None 0.000 38,000 No Ice 11,590 11,590 0,774 6'x 2" Mount Pipe A From Leg 4,000 0.000 38,000 No Ice 1.425 1,425 0.022 0,000 0.000 6'x 2" Mount Pipe B From Leg 4.000 0.000 38.000 No Ice 1,425 1,425 9,022 0.000 0,000 6'x 2" Mount Pipe C From Leg 4.000 0,000 38.000 No Ice 1,425 1.425 0.022 0.000 0,000 * (2) RR65-18-02DP wl A From Leg 4,000 0.000 32,000 No Ice 4.593 3.319 0.034 Mount Pipe 0,000 0.000 (2) RR65-18-02DP w/ B From Leg 4.000 0.000 32.000 No Ice 4.593 3.319 0,034 Mount Pipe 0.000 0.000 (2) RR65-18-02DP wl C From Leg 4.000 0.000 32,000 No Ice 4,593 3.319 0.034 Mount Pipe 0,000 0,000 T-Arm Mount [TA 602-3] c None 0.000 32.000 No Ice 11.590 11.590 0,774 */fl* tnxTower Report - version 6,0,4,0 Description Face Offset Offsets Azimuth Placement C CAAA, Weight Weight or Type Horz Adjustmen Horz Front Side Diameter Area Leg Lateral t Lateral Width Vert Vert ft ft fe fe K ft ft IT K HPCP -23 i� Paraboloid Frosn 1.040 60.000 25.000 ft No ioe 1.450 4.(}20 wlShroud (HP) - Fop Mount [PM 601 -1J B From 0:000 0,000 HPCP6- 3 C Paraboloid From 0,000 - 60,000 15.000 1.158 No ice 1,050 0.024 *rli� wtShroud (HP) Leg 0,000 Pipe Mount (PM 641 -1J C From Leg 0.500 0,000 15.060 No ice 3,000 0.600 0,065 "tl1� 4.000 0.404 *ll/* Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft" K HPCP -23 i� Paraboloid Frosn 1.040 60.000 25.000 1.158 No ioe 1.450 4.(}20 wlShroud (HP) Leg 0.000 0:000 HPCP6- 3 C Paraboloid From 1,000 - 60,000 15.000 1.158 No ice 1,050 0.024 wtShroud (HP) Leg 0,000 5.000 "tl1� tnxTower Report ® version 6.0,4,0 Sectio Elevation Component Condition Gov, Axial Major Axis MinorAxis n ft Type K Load Comb. Moment Moment No. -- Ta ­ 1e --­ M - ax Vert -- _ Comb. K ft 21 5.632 8,888 0,031 Max. H, 0.000 0,000 0,040 8.794 Max, Compression 16 -7,489 164.510 -284.826 Max, M, 8 Max, MX 8 -7.489 -332.126 -1.959 0,080 7,668 Max. My 14 -7,489 -1.442 -329.451 -7,584 Min. H. Max, Vy 8 8.906 -332.126 -1.959 14 7,510 Max. VX 2 -8,811 1.300 329.162 -0.040 -8773 Max. Torque 3 -331,984 8,888 4155 Location Condition Gov, Vertical Horizontal, X Horizontal, Z Overturning Load K K K Comb. Moment, M, -- Ta ­ 1e --­ M - ax Vert -- '8 Max, H. 21 5.632 8,888 0,031 Max. H, 2 7.510 0,040 8.794 Max. M. 2 329.162 0.040 8.794 Max, M, 8 332.126 4888 -0.050 Max. Torsion 19 0,080 7,668 -4,368 Min, Vert 17 5k32 4,398 -7,584 Min. H. 8 7.510 -8.888 4050 Min, H, 14 7,510 -0,040 -8.773 Min. M. 14 -329A51 -0.040 -8773 Min, M,, 20 -331,984 8,888 0.031 Min, Torsion 9 -0.074 -8,888 -0.050 Load vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment, M, K Dead Only 6,258 0.000 0,000 0,307 -0.057 4000 12 Dead+1,6 Wind 0 deg - 7,510 4040 -8.794 -329A62 9.300 0.037 No Ice 0.9 Dead+1,6 Wind 0 deg - 5,632 -0.040 -8394 -327.101 1.311 0.039 No Ice 1.2 Dead+1,6 Wind 30 deg - 7,510 4.402 -7.605 -284.552 -164365 0.053 No Ice 0,9 Dead+1.6 Wind 30 deg - 5.632 4.402 -7,605 -282,783 -163,667 0.055 No Ice 1,2 Dead+1,6 Wind 60 deg - 7.510 7.663 -4.388 -163.802 -286,624 0,060 No Ice 0,9 Dead+1,6 Wind 60 deg - 5.632 7,663 -4.388 -162,824 -284.731 0,062 No Ice tnxTower Report - version 6.0,4,0 Load Vertical Shear, Shear, Overtuming Overturning Torque Combination Load PX Py Moment, M, Moment M, Py 0.9 Dead+1.6 Wind 300 deg K K K k jp-q 285,987 -0.023 - --1-- --- .2 Dead 1- 1,6 Wind 90 deg - K I . ------ 1,959 -332,126 0,073 No lee 7.510 -4,473 -7.646 -285.920 166.996 0.012 0,9 Dead+1,6 Wind 90 deg - 5,632 8.888 0.050 1.553 -329.937 0W4 No lee 5:632 -4,473 -7,646 -284,144 165.923 0,012 1.2 Dead+1,6 Wind 120 deg 7,510 7.709 4.439 166.487 -288.126 0.040 - No Ice 6,258 -0,008 -1370 -65.789 0,216 0,008 0,9 Dead+1.6 Wind 120 deg 5,632 7.709 4.439 165,304 -286,225 0,041 - No lee 6.258 1.543 -0,883 -32,619 -57,540 0,013 1.2 Dead+1,6 Wind 150 deg 7.510 4.468 7.625 286.195 -167.026 -0.002 - No Ice 6,258 1.552 0,894 33,636 -57.842 0.008 0.9 Dead+ 1 .6 Wind 150 deg 5,632 4,468 7,625 284,226 -165,917 4003 - No Ice 6.258 0,899 1.535 57,648 -31550 -0,001 1,2 Dead+1.6 Wind 180 deg 7.510 0.040 8,773 329,451 -1.442 4036 - No Ice 6,258 0.008 1,766 66.325 -0,334 4008 0.9 Dead+ 1,6 Wind 180 deg 5.632 0.040 8.773 327,198 -1.416 -0,038 - No Ice 6.258 -0.885 1.527 57,373 32.955 -0.012 1,2 Dead+1 .6 Wind 210 deg 7,510 -4,398 7,584 284,826 164.511 -0,061 - No lee 6,258 -1,544 0,879 33.159 57.449 4016 0,9 Dead+1.6 Wind 210 deg 5,632 4398 7,584 282.865 163.451 -0.063 - No Ice 6,258 -1389 4006 0.082 66.550 4015 1.2 Dead Wind 240 deg 7,510 -7.668 4,368 164.114 286.616 -0.078 - No Ice 6.258 -1,551 -0.897 -31096 57.697 -0,005 0,9 Dead+1.6 Wind 240 deg 5,632 -7,668 4,368 162,943 284,759 -0.080 - No Ice 6,258 -0.900 -1,539 -57,116 33.454 0,002 1,2 Dead+ 1 .6 Wind 270 deg 7.510 -8.888 4031 -0783 331.984 -0,074 - No lee 0,9 Dead+1,6 Wind 270 deg 5,632 -8.888 4031 -0.875 329,832 -0,076 - No Ice 1,2 Dead+1,6 Wind 300 deg 7,510 -7,703 -4.458 -166,175 287,851 -0,023 - No Ice Load PX Py PZ PX Py 0.9 Dead+1.6 Wind 300 deg 5,632 -7,703 -4A58 -165185 285,987 -0.023 - No Ice K I 0.000 -6.258 0.000 1,2 Dead+1 .6 Wind 330 deg 7.510 -4,473 -7.646 -285.920 166.996 0.012 - No Ice 0,040 7,510 8.794 0,000% 3 -0.040 0.9 Dead+1.6 Wind 330 deg 5:632 -4,473 -7,646 -284,144 165.923 0,012 - No Ice -7.510 -7.605 -4,402 7.510 7.605 0.000% Dead+Wnd 0 deg - Service 6,258 -0,008 -1370 -65.789 0,216 0,008 Dead+Wind 30 deg - Service 6,258 0.886 -1,531 -56.840 -33.096 0.011 Dead+Wind 60 deg - Service 6.258 1.543 -0,883 -32,619 -57,540 0,013 Dead+VVind 90 deg - Service 6.258 1,789 OVO 0.632 -66,668 0,015 Dead+VVind 120 deg - 6,258 1.552 0,894 33,636 -57.842 0.008 Service Dead+VVind 150 deg - 6.258 0,899 1.535 57,648 -31550 -0,001 Service Dead+Wind 180 deg - 6,258 0.008 1,766 66.325 -0,334 4008 Service Dead+V\rtnd 210 deg - 6.258 -0.885 1.527 57,373 32.955 -0.012 Service Dead+Wind 240 deg - 6,258 -1,544 0,879 33.159 57.449 4016 Service Dead+VVind 270 deg - 6,258 -1389 4006 0.082 66.550 4015 Service Dead+Wtnd 300 deg - 6.258 -1,551 -0.897 -31096 57.697 -0,005 Service Dead+Wind 330 deg - 6,258 -0.900 -1,539 -57,116 33.454 0,002 Service tnxTower Report - version 6.0.4.0 Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ % Error Comb, K K K K K K I 0.000 -6.258 0.000 0,000 6,258 0,000 0.000% 2 -0,040 -7.510 -8,794 0,040 7,510 8.794 0,000% 3 -0.040 -5.632 -8,794 0.040 5,632 8.794 0,000% 4 4.402 -7.510 -7.605 -4,402 7.510 7.605 0.000% tnxTower Report - version 6.0.4.0 t Load Converged? Sum of Applied Farces Displacement p ,urn of Reactions of C rtes Load PX PY PZ PXX Py P °! Error Comb...... 4 K K Yes 4 0.00000001 _.._..n.._ 4.402 .....__.,._. ,._ -5.632 .. _ - 7.605 _m -4.402 _. 5.632 7.605 O.00O ° la 6 7.663 - 7.510 - 4.388 - 7.663 7,510 4,388 U00 %a 7 7.663 -5.632 -4.388 - 7.663 5,632 4.388 0.000 %0 8 8,888 -7.510 0.050 -8,888 7,510 -0.050 0.000 %0 9 8,888 •5.632 0.050 -8.888 5,632 -0.050 0.000 %0 10 7,709 -7,510 4.439 -7309 7.510 -4.439 0,000 % 11 7.709 -5,632 4439 -7.709 5.632 -4.439 0,000 % 12 4.468 -7.510 7.625 - 4.468 7.510 -7.625 0.000 %0 13 4.468 -5,632 7.625 - 4.468 5,632 -7.625 0,000 %a 14 0.040 -7.510 8,773 - 0.040 7.510 -8.773 0,000 % 15 0.040 -5.632 8.773 - 0.040 5.632 - 8.773 0.000 % 16 -4,398 -7,510 7.584 4.398 7.510 -7.584 0.000% 17 -4.398 -5.632 7,584 4398 5,632 - 7.584 0.000% 18 - 7.668 - 7.510 4,368 7.668 7,510 -4,368 0.000% 19 -7.668 -5.632 4368 7.66€3 5.632 -4.368 0.000% 20 -8.888 -7.510 -0.031 8.888 7.510 0.031 0.000 %0 21 - 8.888 - 5.632 4031 8.888 5.632 0,031 0,000 %Q 22 - 7.703 - 7.510 -4.458 7.703 7,510 4.458 0.000% 23 - 7.703 -5.632 -4.458 7,703 5.632 4.458 0.000 %0 24 -4.473 -7,510 -7.646 4.473 7.510 7.646 0.000 % 25 -4.473 -5.632 -7.646 4.473 5.632 7.646 0.000 %0 26 4008 -6158 -1.770 0.008 6258 1.770 0.000 %0 27 0.886 -6258 -1.531 -0.886 6.258 1,531 0.000% 28 1.543 -6.258 -0.883 -1,543 6.258 0.883 0.000 % 29 1.789 - 6.258 0.010 -1.789 6.258 -0,010 0.000% 30 1.552 -6.258 0,894 -1.552 6158 -0,894 0.000 % 31 0.899 -6.258 1.535 -0.899 6.258 -1.535 0.000 %0 32 0.008 -6,258 1766 -0.008 6258 - 1366 0.000 %0 33 -0,885 - 6.258 1.527 0.885 6.258 -1.527 0,000% 34 -1.544 -6.258 0.879 1.544 6,258 , 0.879 0.000% 35 -1.789 -6258 -0,006 1.789 6258 0.006 0.000% 36 -1.551 -6258 - 0.897 1,551 6258 0.897 0,000 %0 37 -0.900 -6.258 -1.539 0.900 6158 1.539 0.000 % Load Converged? Number Displacement Force Combination of C rtes Tofer Tolerance 1 Yes 4 0,00000001 O,00000001 2 Yes 4 0,00000001 0.00000001 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0,00078515 5 Yes 4 0.00000001 0.00046091 6 Yes 4 0,00000001 0,00077457 7 Yes 4 0,00000001 0.00045394 8 Yes 4 0.00000001 0.00002231 9 Yes 4 0.00000001 0.00000001 10 Yes 4 0.00000001 0.00079368 11 Yes 4 0,00000001 0.00046374 12 Yes 4 0.00000001 0.00079808 13 Yes 4 0.00000001 0,00046684 14 Yes 4 0.00000001 0.00002394 15 Yes 4 0.00000001 0.00000001 16 Yes 4 0.00000001 0.00077505 17 Yes 4 0,00000001 0.00045390 18 Yes 4 0.00000001 0.00078897 19 Yes 4 0.00000001 0.00046225 20 Yes 4 0.00000001 0,00000001 21 Yes 4 0.00000001 0,00000001 22 Yes 4 0.00000001 0.00079124 23 Yes 4 0.00000001 0,00046350 24 Yes 4 0.00000001 0.00078209 25 Yes 4 0.00000001 0.00045816 26 Yes 4 0.00000001 0.00400001 27 Yes 4 0,00000001 0.00000001 tnxTower Report - version 6.0.4.0 28 Yes 4 0,00000001 0,00000001 29 Yes 4 0,00000001 0.00000001 30 Yes 4 0.00000001 0,00000001 31 Yes 4 0.00000001 0.00000001 32 Yes 4 0,00000001 0.00000001 33 Yes 4 0.00000001 0,00000001 34 Yes 4 0.00000001 0.00000001 35 Yes 4 0.00000001 0,00000001 36 Yes 4 0,00000001 0,00000001 37 Yes 4 0.00000001 0,00000001 Section Elevation Horz. Gov, Tilt Twist No, Deflection Load ft in Comb. LI Elevation Appurtenance Gov, Deflection Tilt Twist Radius of Load Curvature 47.000 Lightning Rod 5/8" x 6' 30 4.260 0.751 0.000 Inf 44,000 ET-X-T5 -70-15-62-18-iR-RD w/ 30 4.260 0.751 0,000 Inf Mount Pipe 38.000 TMBXX w/ Mount 30 3.679 0.649 0.000 Inf Pipe 32.000 (2) RR65-18-02DP w/ Mount 30 3,098 O.546 0,000 Inf Pipe 25.000 HPCPE-23 30 2,420 0A27 0,000 Inf 20.000 HPCPE-23 30 1.936 0,341 0.000 rut 15,000 Pi e hAm ini PM 601 -1 30 1,452 0,256 0.000 111f Section Elevation Horz. Gov, Tilt Twist No, Deflection Load It in Comb. LI 44 - " - 21 - 15 - 310 - 3,7 - 32 -- - 000 - '- - 0 - 1 Elevation Appurtenance Gov, Deflection Tilt Twist Radius of Load Curvature 47,000 Lightning Rod 5/8" x 6' 10 21,153 3,732 0,001 Inf 44,000 ET-X-TS-70-15-62-18-iR-RD w/ 10 21A53 3.732 0.001 Inf Mount Pipe 38.000 TM6XX-6516-R2M wi Mount 10 18,268 3.223 0.001 Inf Pipe 32.000 (2) RR65-18-02DP w/ Mount 10 15.384 2.714 0.001 Inf Pipe 25,000 HPCPE-23 10 12.018 2.121 0.001 Inf 20,000 HPCPE-23 10 9.615 1,696 0,001 Inf 15.000 Pi e Mcunt PM 601 -1 10 7.211 1.272 0.000 Inf tnxTower Report - version 6.0.4.0 Section Elevation Size L L,, K11Y A P. Ratio NO, P� ft ft ft in" K K L1 44-0(1) TP21,92xl4x0,188 44,000 0,000 0,0 12,934 -7,489 861,070 0.009 Section Elevation Size M", OR. Ratio Mly OMIY Ratio No. ft kip-ft kip -ft M." k' ft kip ft M." Ll 44-0(1) TP21.92x14xO,188 332368 384.512 0M5 0,000 384,512 0,000 Section Elevation Size Actual V Ratio Actual T Ratio No, V, V� T. V. T. ft K K V11 klo-ft kip-ft T� LI 44-0(1) TP21,92xl4xO,188 8,913 430.535 0,021 0,040 769.964 0,000 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. A/low Criteria No, P. A. Ml V. T. Stress Stress ft Summary � T� Ratio Ratio L9 — 44 .0 (1) 0.009 0,865 0.000 0.021 0,000 0,875 9,000 V 4,8,21/ Section Elevation Component Size Critical P ope . % Pass No. ft Type Element K K Capacity Fail L1 44-0 Pole TP21.92x94xO.988 e 1 -7A89 861,070 87,5 Pass Summary Pole (1-1) 87.5 Pass RATING = 87,5 Pass tnxTower Report - version 6.0.4.0 . ......... December 07, 2012 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 556859 Application 172313, Revision I Page 17 tnxTower Report - version 6,0.4,0 LIMIRVG-��� • l T T tnxTower Report - version 6.0,4,0 1= OLMM uwr am" TOWER 0 0-84sarn tnxTower Report - version 6.0,4,0 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F 1) Ros+ t orners. Total # rods divisible by 4, Maximum total # of rods = 48 (12 per Corner). 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of leveling nut and top of concrete not exceeding �Ir�Rod Diameter) Site Data BU#, 876994 Site Name: THE GRANGE Plate Data Anchor Rod Dat Base Plate Stress: Round No= mm*si Base Plate Stress Ratio: 74.1% Pass D iarn: I MINN= in Horizontal Weld degrees • N/A I<_ Disregard N/A Plate Tension+Shear, ft1Ft+(fv/Fv) in Widt N/A in Plate Data Thick GradANIGM t�mmlmm� Base Plate Stress: Round No= mm*si Base Plate Stress Ratio: - - - - -- -------- Thick: Grade # fSi _de� Base Plate Stress: Round PL Design Bending Strength, O*Fy: mm*si Base Plate Stress Ratio: 74.1% Pass N/A - Unstiffened MINN= in Horizontal Weld degrees • N/A I<_ Disregard N/A Plate Tension+Shear, ft1Ft+(fv/Fv) in Widt N/A in Heig in hic in Notc in Grad Iksi Weld t Clear . S I pac between - Stiffeners at - - - - - -- -------- Thick: Grade # fSi _de� Base Plate Stress: Round PL Design Bending Strength, O*Fy: mm*si Base Plate Stress Ratio: Base Reactions �� �� II il Factored Moment, Mu: Factored Axial, Pw Factored Shear, Vu: Base Plate Stress: i *ips kips PL Design Bending Strength, O*Fy: 45.0 k Base Plate Stress Ratio: Anchor Rod Results it (Cu+ Vu/n): 144�3 Ki xial Design Strength, 4)*Fu*Anet: 260,0 Ki Anchor Rod Stress Ratio Pal A Base Plate Results Flexural Check Base Plate Stress: 33,3 ksi PL Design Bending Strength, O*Fy: 45.0 k Base Plate Stress Ratio: 74.1% Pass N/A - Unstiffened Stiffener Results Horizontal Weld NIA Vertical Weld: N/A Plate Flex+Shear, fb/Fb+(fv/Fv) N/A Plate Tension+Shear, ft1Ft+(fv/Fv) N/A Plate Comp. (RISC Bracket): N/A Pole Results 19111-11 I I � I I i � I I I I 11 1 1 1 1 1 li pi III I �! g! li MEEMMSEE= 11MOMM=1 a ME= CCIplate 1.5 - Square Base F-G 1. 2, Effective March 19, 2012 Analysis date: 1216/2012 7'� 44 S M onopole Pier and Pad Foundatio • * *+ Site Name: THE GR App. Number: 172313, Rev I 144���II�AA���1111 �I�Il�ilii� a i � e r ♦ k 144���II�AA���1111 �I�Il�ilii� a i � e Ov a 144���II�AA���1111 �I�Il�ilii� a i � �. Ov a � i ♦. # A Ov a i ♦. # A Ov Pad Shear - I-way (kips) Y! + i ♦. # A ruUmm 10, STRUCTURAL FUS SUPPOMM PAVWENTS SMALL BE COMPACTED TO 95X OF MAXIMUM STANDARD PROCTOR 'lay D ENSITY, 12, ALL FILL BE PLACED IN UNIFORM THE LnS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEM WITH THE EQLMW.NT AVAI LABLE, 11 ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 9 VERTICAL SKALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A =TECHNICAL ENGINEER, id, CONTRACTOR ENTIRE SITE ONLY AFTER CON SUCH THAT NO PAPERS THRASH, EERU OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED ONO CLEANING OPERATIONS SHALL BE DISPOSED OF OFF —SITE BY THE GENERAL CONTRACTOR. M IN # # S. ALL FILL MATERIALS AND FOUNDATION FILL SKALL BE PLAM MAXIMUM 8" THICK LIFTS MORE COMPACTION EACH LIFT SHALL.. BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95Z OF THE MODWIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM @1557. 8, NEWLY PLACED CONCRETE FOUNDATIONS CURE A MINIMUM OF 72 HRRS PRIOR TO BACK FILLING, F OR « ACCESS D RIVE 9. W ALL AREAS TO RECENE FILL R09K ALL VEGEIAPON, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERKS OBSTRUCTIONS f DELETERIO F RO M G RO UN D SURFACE PLO S T RI P OR B REAK SLOPED SURFACES STEEPER THAN I VERTICAL TO 4 HORtZONTAL SUCH THAT FILL MATERAL WILL BIND WITH EXISTING/ Y.. 10 WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REOURED FOR THE FtLL MATER SCAPJFY THE GROUND SURFACE TO 1. ALL MASONRY WORK SHALL. BE IN ACCORDANCE WITH ACI 530-05. 2 CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM : C90, GRADE N -1„ (F"M -1,500 PS). MEDIUM WEIGHT (115 . VISI oprint ft l ♦ : A EB1 Consulting uu � : #TeFi'fl'Sk�iACti'k'iF3I p f§�C4'L±C4NYf0: � � C$SN ruAv�€+'A,r 21 8 Stroat I SwUrVIon, MA 01 Tab: 789273,2 1 Fax: 781273.3319 www.ebmwm* THE GRANGE i;N ► ©♦ #:.. # �I R III ♦ II�III��� ENGINEER STAMP/SIGNATURE THIS DOCUMENT IS THE PROPERTY AND CO"RiGHT OF EBB ULTTNG, INC. be FOR THE EXCLUSNE USE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPR ESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY 0 JOB NO, 81121 LEGEND Sprint SURFACE EMATfON VISION SECTION REFERENCE GENERAL DYNAMICS WIRELESS SERVICES Ott fl ELEVATION REFERENCE 4,4001"M ZONING BOUNDARY LINE SUBJECT PROPERTY LINE .. . .... ..... L -- - - - ------------------ . ...... W 31 ND AVE - - ------ ADJACENT PROPERTY LINE F — F — nBER ROUTE T—T— TELCO ROUTE C eA� W �E _E ELECTRICAL ROUTE X FENCE PREPARED BY, EXISTING BUILDING , .. EBI Consult CKISTING autLOING EXISTING—, BUILDING 21 Sblwt I 8wWX;tm, MA 01W3 Tol: 781273,2500 I Fw. 7812713311 - -------- - .... .. . ...... www.awconsu"=m ABBREVIATIONS I SITE INFO: i THE GRANGE AM ABOVE GRADE LEVEL sm BASE TRANSCEIVER STATION DNO3XCO92/876994 --- - --- - -- (E) EXfSnMG (P) PROPOSED 1270D W 32ND AVE WHO" WWAT MOM 00 $0033 MA)C MAXIMUM SUBMITTALS EMSTNG — IcX N,T,& NOT TO SCALE NO, DATE DESCRIPTION BY EXISPINIG BUILDING ' REF REFERENCE O 12/18/1219OX DRAFT LE BUILD NC Rf RADIO FREQUENCY I 03/07/13110OX DRAFT Ts - - ------------------ TAA TO BE DETERMINED 2 03/12/13 lOOX FKAL Ts T.S.R. TO BE RESOLVED Z ------------ J TYPI TYPICAL RED REQUIRED t .......... .. EGR EQUIPMENT GROUND RING f EXiStWG 8WL0WG AWO AMERICAN VARE GAUGE 0 EXISTING - BUILDING . ...... EMSTiNG—, SUILDNG t MOB MASTER GROUND BUS EG EQUIPMENT GROUND am BARE COPPER WIRE GEN GENERATOR 46961 INTERIOR GROUND RING (HALO) A-2 RES RADIO BASE STATQN L - - -------- - ....... ------- --- — --------- ---- ------- . ..... . ........ --------- - ---------- J ---------- b= THIS IS NOT A SURVEY ENGINEER STAMP/SIGNATURE 1. SITE PLAN IS BASED ON AS—BUILT PLANS THIS DOCUMENT IS THE DESIGN PROPERTY PROVIDED BY GENERAL DYNAMICS. ALL INFORMATION SHOWN IS APPROXIMATE ONLY AND COPYR04T OF EM CONSULTING, INC, AND SUBJECT TO ANY EXISTING FIELD FOR THE EXCLUSIVE USE BY THE TITLE CLIENT, ANY DUPLICATION OR USE WnlffOUT CONDITIONS. EXPRESS WRITTEN CONSENT OF THE CREATOR is STRICTLY PROHIBITED, OR Em JOB NO. 2, PLOT PLAN IS NOT THE RESULT OF A 81 121 SURVEY. IT IS BASED ON EXISTING PARCEL MAPS AVAILABLE FROM THE TOWN GIS SHEET TITLE, DATABASE AND/OR AERIAL PHOTOS. ALL OVERALL SITE PLAN INFORMATION SHOWN IS APPROXIMATE ONLY MAG. NORTH AND SUBJECT TO ANY CONDITION THAT A 8 . 9 ' BEEN OBTAINED FROM A TAX PARCEL, MAP SURVEY MAY REVEAL. BRAWN By, SHEET NO AND ARE APPROXIMATE, R.S CHECKED BY- I 30 0 Is 30 60 120 11x17 SCAM 1* - OW OVERALL SITE PLAN 22x34 SCAM I 3D' DATE_: 14/12/12 EXISTING IDGE P ' 1. STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL MOUTHS, ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE MODCEL.L CABINET r" ' � � � ri ntW INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPO PLATFORM. STRUCTURAL ANALYSIS fE) ` TO BE REMOVED) �. i „, VISION PROVIDED BY GENERAL DYNAMICS. 11 8" `•� � i GENERAL DYNAMIC 4 _ _ ®.._. WIRELESS SERVICES EXISTING H— FRAME x i EXSSTICVG $f34A I7P0 CABINET AB EL CO BOX .,..,. ,..,... _.. EXSTING SPRINT EQUIPMENT ";: PLATFORM I xI �rE - �STING CONCRETE PAD OTHERS v L RUE MAG. NORTH DEGLIN. X3.9 .-- -- �E) BBU OABI C EXISTING SPRINT �,. (TO BE REMOVED) (E) POWER CABINET A s CPS ANTENNA (TO BE REMOVED) i EXISTING CHAIN N - - -- -d LINK FENCE ' PREPARED ft h'. � t "-.j ;: i {! 2 EXISTING EQUIPMENT PLAN { 8 !! t W 11x17' SCE 1 A ry • 1 "0 22xU SCALE.: '"''M i Y,?'iVl,�R "YNxS # PN'lU'juVd# }ffH'k L idh. lilivYyi3,"tf,'S": EXI ACCESS ? .. _.,.� 21 II I B , MA 01 T 781.273.3311 GATE (TYR) � www� n� .c�am { 2 8 - 6* 4 1. 1 1 x i THE GRANGE t * ;m° ° CONCRETE PAD OTHERS DNO3XCO92/'876994 0 i I I x ) kfk . r 123110 w 32ND AVE 4 ' EkS 53 MONOPOLE S U BM I17ALS TOWER ! t n: ' r` EXISTING � =CE BRIDGE w . (TYP , k ND. DATE OESC WTION BY 0 k2j1 fk2 SOX [?1ZRF!` LE f _ ...,..,..._ � _ _ a ... ... ....... �, �,.�... 7/ DRAFT 1 03/`0 k3 k00R TB EXISTING SPRINT ICE BRIDGE /kz /k3 100% F 2 03 FINAL To GIs iF e+k xT I E � 4a,P 40; °" 1 ! t � ._.,_..''� � F ...,,_. _ I � EXISTING SPRINT � ' TELCO CABINET EXISTING SPRINT G ' .- �* ,'" PPC CABINET ��1C� w NC? INTERIM EQUIPMENT U PLAN ?' Ca? � . v EXISTING SPRINT rF c� ' EXISTING ICE ....... _.." , W . tO 71PORMT . � TYP. BRIDGE ( ) r r „, *� : Q� { d EXISTING CONCRETE.: FOUNDATION EXISTING SPRINT l aaf BBU CABINET S SPRINT EQUIPMENT y . }�* ."" '"' "" EXISTING N F RAMz __.._ C ._.,,,....,., e_ _..._. _ X ._..__.._ X X EXISTING SPRINT __._ h X ,..._. „... Y ............ .. r ` POWER CABINET PLATFORM ._ .. .. „._ ( 4 4 ..� ...w / ATURE EHGIHEER�STAMP SIGN W 6. 1 E SPRINT F PROPOSED SPRINT °` CPS. _ Q l +w MODCELL CABINET ✓ ....... .. ......„.„ __ _w ...., ......,_,_........... _.._..__ ------ _ ..... .,.._.,.. r,,...,,......,,,.,.,....„ ttk I # I - ) k THIS DOCUMENT is THE OEM PROPERTY AND GOPtlRIONT OF E'EN CONSULTING. INC. k FOR THE EXCLUSIVE USE BY THE TITLE EQ U SE WITHOUT P FOR M PLFOR (CLELRE) I kk S WRITTEN CONSENT OF THE CREATOR STRIC PROHMITED EM JOS NO; 811211325 r PROPOSED SPRINT 1 'U' SBU CABINET” A —S TRUE MAG. __ ........... . -- SHEET TITLE. COMPOUND & EXISTING ITEMS TO BE REMOVED NORTH DECLIN. .._..__. _,,.. �..��:�,..._ �.�......_.._,. a 8.9' `e` MAG. NORTH COMA ANTENNA 6 TOTAI„ 2 PER SECTOR COMA CABINET 1 \ 4 EQUIPMENT P LANS DRAWN eY NO: g,cB 8BU CABINET 2 . -.._. PROPOSED SPRINT A -5 COAX CABLE 6 TOTAL, 2 SEX Tti MM CABINET R.S �fl�� D �^ 0 T 6 W 4 W D ... 2 4 � a I W AM ' T EXIS COMPOUND PLAN w 11x13 S 1/8 1 ..(1 s tl A R 22x34 x�aE. 1j+ - 1 --0 4 yew R P P FINAL EQUIPM MENT 11x13 S 1/4 1 -ty a #1 B Y 2 I�4 1/2 1 "v. " ` � 0 . (1 PER SECTOR, TOTAL OF 3) RRUS (2 PER SECTOR, TOTAL OF 6) TOP S 01' EX'�'TINO • I NOP L R 1. MAINTAIN 3 FEET SEPARATION r t Spin ELEV >. 51 ?o ALl BETWEEN CDM W A & ANTENNAS VISION C L. OF PROPOSED � R AN �NNAS� EK � A �47 C.L EXISPNG A SPRINT PANEL EXISTING GENERAL DYNAMICS TO BE REMOVED 11"10 WMELESS SERVICES AN TENNA (TOTAL OF 6) SPRINT PANEL ANTENNA (TOTAL OF 6) _EXISTING GRADE Ak B — 6 7 . —_ ­ ASE ELEV = -O' —EXISTING 51' MONOPOLE PROPOSED SPRINT RRUS-­` (IYP OF 2 PER SECTOR, TOTAL OF 6) 0 4 a 16 Q� (1 0 4 0 16 MAG, NORTH MAG. NORTH 8.9 8.9* i 1107 SCAM 1/8: . 1:-0: R P 1 1107 SCAM 1/8" I EXISTING ANTENNA PLAN 2U34 SCALF_ 1/4 - I INTEIM ANTENNA LAN 22 SCOCE, 1 . 1--o- VO� PROPOSED SPRINT RRU'S (IYP. OF 2 PER SECTOR, TOTAL OF 6) m ENGINEER STAMP/SIGNATUK 1 � 4 S66M BLOCK FOR UDA GPS SURGE ARRESTOR MINIMUM OF 759 27V IN MY DIRECTION OR Sprint*)P - - -------- GPS ANTENNA-­­­­ MODEL NM 1, THE OPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A CPS STANDARD I*C SCH. 40, O&VANIZED STEEL OR STAINLESS STE EL VISION ..... .. ... J GPS-TMR-HR-26NCM PIPE THE PIPE MUST NOT BE THREADED AT T14E ANTENNA MOUNT END, . . . . . . . . . . . I GPS-TWG-LMNT AN MOUNT ATTACHED TO 1 * 0 PIPE PIPE SHALL BE CUT TO THE REOUIRED LENGTH (MI, OF 2� THE N 15% 8'-0* IF MOUNTING TO NEW MS- ) USING A HMO OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDIC" THE CUT PIPE A HACK SHA USED. END CUT. SAW NOT BE USE GENCRAL DYNAMICS srPvmEs BATTERY 1 j # GROOM � �! �m BATTERY 0 # SHALL BE OEBURRED. I i� COMSEAL RRH GAMMA IA�/ -MARKER: ROXTEC � [I �_J l AC/GROUND 1* DA SON, 40 Z IT IS CRITICA1. THAT THE CPS ANTENNA IS MOUNTED SUCH STAINLESS STEEL THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF OF GALV, PIPE OSSTRUC7i1ONS THE ANTENNA IS WITHIN Z OF LEVEL. MUST BE BELOW 4jamilipw _P/N:COMSEAL 16/16 RRH BETA PORT LAYOUT DETAIL RRH ALPHA 3, 00 NOT SWEEP TEST CPS ANTENNA . ............ . . ENLARGED TO SHOW NOTES 4. ATTACH CPS MWW04 PIPE TO NEW MMSS-BBU USING (4) ' OR SH CABLE _z CPS CABLE u. MUDROOM DETAIL CPS J $MMx15MM SS BOLTS AND (4) 1' PIPE STRAPS. CPS TO BE MOUNTED A MIN. OF 2'-0* ABOVE MM9S­8SU CABINET. C eA� W �E ENLARGED TO SHOW NOTES ---- -- ------------- I,/`1­_-____ 1 CH NEW MMBS-BBU NEW MMBS-BBU CABINET CABINET j GPS UNIT PI PE MOUNT & REQUIREMENTS SCALF- NIS PREPARED BY: - - -------- ..... . ... .... .... ------ 2" LB HOUSING INTO MUDROOM j EBI Consul6ng U / r- 2' HEAVY WALL COUPLING �_: i � 1 1 t i i i 1.1 2" SEAL TITE STRAIGHT- j 2 7/8 OD MOUNTING PIPE PER RRU T E CHNOLOGY REQUIREMENTS en"Tairm 21 SftO I Malington, MA 01803 TeC 7812732500 1 Fox 781273,3311 MUDROOM it i+ CONNECTOR www. .corn NEW i SEAL TITE FLEXIBL E CONDUIT TO NEW EQUIPMENT SAMSUNG _ MOUNTING .."W i BRACKET AND Hi HiH H / —N W SAMSUNG E SITE INFO: THE GRANGE il 2" S EAL TITE STRAIGHT T, >_ I HARDWARE 0 0 MOUNTING BRACKET AND HARDWARE nT 1 2 E� DNO3XCO92/876994 CONNECTOR z z i 1 ij jitill ------------- . ........ � J 2" LIQUID TIGHT CONDUIT m ­­­ - - .... .......... ... ... .... L l "I > -- . . . . . . 0 �K mlj� 12700 W 32ND AVE FOR HYBRID CABLE P /N it i Z I ow i ilt" D` lj Mill " WWAT PJDM CO MW #8436 it =j Zw pq r"=zz T. ce M ' �itM i ffl liffl !MH 2 HEAVY WALL CON DUIT EQUIPMENT PAD t l EQUIPMENT PAD uj 5 o cy SUBMITTALS COUPLING Lu (wr I I I It I i ------ ---- 2" SCH 80 PVC FROM f 1H it 1 J� milm H ESCRIPTIO NO, DATE D N BY 0 12/18/12 90% DRAFT LE REAR VIEW TELCO BOX INTO MUDROOM SIDE MEW L t� 1 03/07/13 10076 DRAFT To 2" HEAVY WALL CONDUIT '�_<-J 7/8" OD j-2 7/8 OD 11_1K_ MOUNTING PIPE MOUNTING PIPE 2 03/12/13 1OOX FINAL To TOP MEW LEFT SIDE VEW FRONT MEW ffj 1, HYBRID AND TELCO LINE SUPPORT DETAILS $CALF- NTS 31 RRU POLE INSrALLATION DETAIL sc"� NIS 0 Q F_ RF-,ANTENNA RECI� IER ry V-1 3/4" OWER 'POLE I-N 1 POLE MOUNTING BRACKET UADU t . .. .. ... .. Mi It i 48 V) -K. IET J, opTic 0 tl It 1, 1 L, PLANE WASHER N M12 SPRING WASHER 46961 lot 5) CPRI CABLE' m -ANT ANT I tk 11 , i .. ... M12 HEX NUT I I �__Aj­ 00, . ......... it I I HH TOP VIEW B OTTOM VIEW GROUND IN o"g-, 0 rl'-J Lj `001 FOR WALL MOUNTING 6) RET CABLE 4) POWER CABLE - 7 FCND . . . . . . . ...... PLEASE REFER TO MMBS 01 INFORMATIONAL 1 wtwt ENGINEER STAMP/SIGNATURE MOUNTING SPECIFICATION-Rl1 -14 TABS (TYR) MAY 2012 FOR GD,PPTX THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYR04T OF EIS `TING, CONSU INC. & . MR THE EXCLUSIVE USE BY THE TITLE .. ............ Ogg T, 1�7 FRONT VIEW SIDE MEW i RRH-C2A CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. 7) RE CABLE 3) RRH-P4 GROUND V-1 3/4- I �Hmm­ M1111 Hl i M8 x 25L - ' HEX BOLT ESI JOB NO I CABLE FEEDER LINE GROUND CABLE 1 �, OPTIC PORT c� �i , M8 SPRING I 81121825 (GROUND KIT/7/8 IN FEEDER m ANTENNA PORTS ll lH WASHER S HEET TUIZ LINE OR MORE) TGEI MG8 M8 PLANE sZ WASHER 1AN �NT� �NT2'ANT3 POWER PORT 1 1, ffl I W J� I i EQUPIMENT DErAJLS 1) MGS GROUND CABLE 2) TGB GROUND CABLE RET PORT ­ c,­�jj RRH-C2A TG8 AND GROUND KIT ARE USED IN CASE OF THE 7/8 IN. FEEDER LINE OR MORE BOTTOM VIEW GROUND FRONT MEW SIDE VIEW MOUNTING BRACKET TOP SLOT DRAWN BY- SHEET NO: R.S _J CHECKED t AM -4 DATE` E' 14/12/12 SUNG MM13S WIRING sakE Nm 1900 MHz RM-P4 MEC HMIIM scmz ws BDO MHz RRH-2 Nm 6 CA se 1 7 800 MHz RRH 2ND GEN SME. FMS POLE MOUNT spEclncA*noNs _ .0 m NEW NEW BBU SIBS CABINET CABINET 7--T Z' NOTE: I IF BBU IS INSTALLED ON RIGHT SIDE OF THE MMBS, 12" Mft IS REQUIRED BETWEEN THE CABINETS FOR DOOR SWING CLEARANCE, IF INSTALLED TO THE LEFT SIDE, 6* CLEARANCE IS REQUIRED. 2 ANCHOR BOLT HOLT (TYP) MMBS & BBU TYPICAL LAYOUT SaAV N.T.S. • im ww svmm A F Se EBI Consulting emim,mmUg I wg4',�wvvj j 6* d6geeuo 21 Sbee I SWkVton, MA O1W3 Tel: 781 273.26W 1 Far, 781-273,3311 www,eUcormftV,=n ----------- 4- . .. .......... --J 961 2'-5' 46 ....... ..... A ERQNL-M SIDE yaw SUM" - ------- --- ANCHOR-- BOLT HOLE (Ty p) BBU MECHANICAL SPECIFICATIONS -- --------- --- faQw-AIM �SOUND LEVEL MMBS & BBU TYPICAL LAYOUT SaAV N.T.S. • im ww svmm A F Se EBI Consulting emim,mmUg I wg4',�wvvj j 6* d6geeuo 21 Sbee I SWkVton, MA O1W3 Tel: 781 273.26W 1 Far, 781-273,3311 www,eUcormftV,=n ----------- 4- . .. .......... --J 961 2'-5' 46 ....... ..... A ERQNL-M SIDE yaw SUM" - ------- --- ANCHOR-- BOLT HOLE (Ty p) BBU MECHANICAL SPECIFICATIONS -- --------- --- faQw-AIM ANTENNA PME MAST (MIN 2 7/8 OD) EkSTING PROPOSED BREAKOUT TOWER IV UNfT (rm. OF 1 m -- = FASTEN TO MOUNT AS affig PROPOSED KMRID CAMS C". OF I PER SECM) EXISTING ANTENNA & RRH MOUNT DETAIL SC&L N.T.S. SAMSUNG MMSS WIRING DIAGRAM $CALF- N.T-& MANUF.; POWERWAVE MODEL P40— I 6—XLPP—RR—A LENGTH: 54V wlm. 2W DEPTK &5• WEtGHT: 64,0 lbs AREA: 7.5 SF EBI Consulting 218 SWeet I Bw*VWn, MA 01803 T.781.273. ( Far, 781,2733311 w.ovw.ebkwsubTg.com MANUF.: KMW loz, *, 0 MODEL ET—X—TS-70-15-62-16—fR—RD LENGTK 718' WIDTH: DEPTH: WEIGHT: AREA: 11,8* 51 41:9 lbs 610 SF 4AND 0 ENGINEER STAMPISI THIS DOC%JMEW tS THE DESIGN PROPERT( THE THIS DODW W, TON , COPYR4HT OP EM CONSULTING, 04C. & OP FOR THE EXCLUSIVE USE BY THE TM.E CLIENT. ANY DUPUCATION OR USE WMHOUt D(PRESS WRMU CONSENT OF THE CREATOR Is STRICTLY PROHMITED EW JOS NOn W 121m m 11 800/1900 MHZ ANTE*bk CABLE FOR 7/8 COAX L --- ------ OR LARGER ANMNNA GROUND W E TO RRU ff� ■ mmcEmoa��� 2" SPACE BETWEEN HYBRID 2' TAPE 2* TAPE 2' TAPE CABLE COLOR 2' TAPE 2* TAPE IST RING I' SPACE 2ND RING 1. SPACE 3RD RING CODE & S ST RING 2ND RING 2* SPACE FROM END I" SPACE 2' TAPE RING 2ND I' SPACE 2' TAPE RING ENO KYORM BETWEEN (IF APPLICABLE BETWEEN (IF APPLICABLE FREQUENCY FREQUENCY FREQUENCY OF BREAK-OUT 2' TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APPLC48LE COLOR CODE RINGS PER SECTOR) RINGS PER SECTOR) COLOR CODE COLOR CODE , COLOR CODE CYLINDER IST RING RINGS PER SECTOR) RINGS PER SECTOR) COPPER i IX x X, X X TO RRU I N Y X X XVX r. <XXI X, Y, X X N �X 4-11 Spirint* VISION _ Xx'vx'x x" 4(j9fil K Zxx 0, c # NO SPACE-/ or'lle, 1 HYBRID COLOR CODE-' BETWEEN BETWEEN CABLE / M-A- r*w WA 0 TAPE (SEE TABLE FOR FREQUENCY COLOR CODE TAPE­ 1 2' SPACE BETWEEN (6) FIBER HYBRID COLOR COOE-j NO SPACE 2* WE 2ND 2* TAPE 2ND CABLE CODE, & CABLES TAPE (SEE TABLE BETWEEN CABLE / RING FREQUENCY IST FREQUENCY HYBRID COLOR CODE J f FOR DETAILS) (TYP) COLOR CODE COLOR CODE TAPE (SEE TABLE THIS DOCUMENT IS THE DES" PROPERTY FREQUENCY COLOR CODE TAPEJ •, -.. --- ------ - FOR DETAILS) (TYP.) AND COPMGHT OF E84 CONSULTING, wc. do (SEE TABLE FOR DETAILS) (TYP.) FOR THE EXCLUSIVE USE BY THE TITLE WRAP TAPE AROUND CARLE­J CLIENT ANY DUPLICATION OR USE WITHOUT 2' SPACE (3) TIMES MIN. (TYP.) ExPREss WRITTEN CONSENT OF THE CREATOR IRKED AT THE TOP AND BOTTOM WITH FROM ORAYBM ELECTRIC. 2* COLORED TAPE OR STENCIL TAG. COLOR BETWEEN HYBRID OF JUMPER IS STRICTLY PROHIBITED. 2 TAPE 2' TAPE 2' TAPE CABLE COLOR 2* TAPE 2* TAPE m JOB NO: IST RING I- SPACE 2ND RING I SPACE 3RD RING CODE & IST RING 2ND RING 2* SPACE FROM END I' SPACE 2' TAPE RING 2ND I' SPACE 2' TAPE RING 2ND HYBRID BETWEEN (IF APPLICABLE BETWEEN (IF APPLICABLE FREQUENCY FREQUENCY FREQUENCY OF BREAK -OUT 2' TAPE RING BETWEEN RING (IF APPLICABLE BETWEEN RING (IF APPLICABLE COLOR CODE , RINGS , PER SECTOR) , RINGS PER SECTOR) COLOR CODE , COLOR CODE COLOR CODE CYLINDER IST RING RINGS PER SECTOR) RINGS PER SECTOR) COPPER i IX x X, X X TO RRU I N Y X X XVX r. <XXI X, Y, X X N �X 4-11 Spirint* VISION _ Xx'vx'x x" 4(j9fil K Zxx 0, c # NO SPACE-/ or'lle, 1 HYBRID COLOR CODE-' BETWEEN BETWEEN CABLE / M-A- r*w WA 0 TAPE (SEE TABLE FOR FREQUENCY COLOR CODE TAPE­ 1 2' SPACE BETWEEN ENGINEER STAMP/SIGNATURE DETAILS) (TYP.) (SEE TABLE FOR DETAILS) (TYP) 2* WE 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 DES" PROPERTY •, -.. --- ------ - AND COPMGHT OF E84 CONSULTING, wc. do FOR THE EXCLUSIVE USE BY THE TITLE CLIENT ANY DUPLICATION OR USE WITHOUT ANTENNA END ExPREss WRITTEN CONSENT OF THE CREATOR IRKED AT THE TOP AND BOTTOM WITH FROM ORAYBM ELECTRIC. 2* COLORED TAPE OR STENCIL TAG. COLOR 1. FROM RRU T�aE OF JUMPER IS STRICTLY PROHIBITED. CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2' FROM AN END 2' SPACE BETWEEN 2" m JOB NO: OFING, OR BREAK-OUT CYLINDER, WITH I' SPACE BETWEEN EACH RING. CODE & 2' TAPE 2ND 2* TAPE 2ND 81121825 k SHALL BE APPLIED W ACCORDANCE WITH THE *rANCk HYBRID CABLE COLOR CODE' 2" TAPE 3RO FREQUENCY COLOR IST FREQUENCY RIND FREQUENCY ESPECTWE SECTOR, I- SPACE RING CABLE NO, CODE COLOR CODE COLOR CODE SHEET TITLE. AND FIBER CABLES SHALL, BE LABELED A FREQUENCY COLOR CODE IN ACCORDANCE WITH BOTH THE HYBRID CABLE COLOR FOR THE WffH THE 'FREQUENCY COLOR CODE FOR ANTENNA & CABLE OF HYBRID CABLE TAKE ABOVE. T TK WOW CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 2' FIND & ENO -cm � x 7, xx - ,K j --------- ---- I` FROM ANTENNA COLOR CODING DETAILS It THE FREQUENCY CODE SHALL BE PLACED NUT TO WITH NO SPACES. OF JUMPER _ DUE NUMBER: DNO3XCO92/876994 MODEL NO.: MODEL NO,: Tao NO. WIRE: 3 CONFIGURATION 2 . SEAL TITE 9* CONDIJIT VOLTAGE� 240V/120 240V/120 PHASE� I LOAD CENTER A/C� A/C� TSD _ SUB PANEL, MAIN BREAKER: MAIN BREAKERz 100 AMP BUSS WING� BUSS RATING: AMP 100 AMP GROUND BASL TBO MOUNT� SURFACE MOUNT� SURFACE YES NEUTRAL SAR2 YES CABINET - 15A-2P CND tN I' CONDUIT ENCLOSURE TYPE� NEMA 3R N 10 GROUND ENCLOSURE TYPE� NEMA 3R 6 N 10 GROUND SOND� TBD PANEL STATUS� (P) INTERNAL TVSS� ISO PANEL, STATUS� EkSUNG WERNAL TVSS: - 2' HEAVY WALL COUPILWO TOD 2' SEAL TfTE =mom ��m0v��0so LOAD DESCRIPTION STRAIGHT CONNECTOR 2' SCHEDULE 80 ROD CONDUff TO ROUTE I a ALONG PLATFORM TO PRO r SlE NUMBER� DNO3XCO92/876994 MODEL NO,: TOD NO. WIRE� 3 CONFIGURATION 2 . SEAL TITE 9* CONDIJIT VOLTAGE� 240V/120 PHASE: I LOAD CENTER A/C� TBD _ SUB PANEL, MAIN BREAKER: 100 AMP BUSS WING� 100 AMP GROUND BAW Teo SUB-PANEL CABINET - 1OOA-2P MOUNT� SURFACE NEUTRAL BAR; YES (3) #10 AWG, (1) #10 SUB-PANEL CABINET - 15A-2P CND tN I' CONDUIT ENCLOSURE TYPE� NEMA 3R N 10 GROUND BOND: 1 80 6 PROPOSED 11 CONI U CTORS R D COH R PANEL STATUS� (P) INTERNAL TVSS� ISO EQUIPMENT - 2' HEAVY WALL COUPILWO 2' SEAL TfTE =mom ��m0v��0so STRAIGHT CONNECTOR 2' SCHEDULE 80 ROD CONDUff TO ROUTE I a ALONG PLATFORM TO PRO r 12700 W 32NO AVE WWAT MOGF, co w= m �m �Mm' Sprint VISION GENERAL DYNAMICS VVIRELF59 SERVICES U N RE1"ARED &Y; E81 Consulting wwkwma"U' t umvnwvv lmw dft'Sn"'* 21 B S"O I BwMgbDn, MA 01803 TO: 781.273,25W I Fax: 781273,3311 www.ebmm%ftV,=n wo THE GRANGE In NEW MMIOS CiRCWT SCHEDULE NO. FROM TO CONFIGURATION 2 . SEAL TITE 9* CONDIJIT SOURCE METER CENTER EXISTING CONNECTOR P/Isk 500007 LOAD CENTER PROPOSED (3) #2 AWG, (1) #8 GND _ SUB PANEL, SUBPANEL (ISD) IN 2' CONOWT MNN LOAD CENTER PROPOSED MMSS (3) #2 AMID, (1) #8 ONO 4 SUB-PANEL CABINET - 1OOA-2P W 2" CONDW 5 MAIN LOAD CENTER PROPOSED OSU (3) #10 AWG, (1) #10 SUB-PANEL CABINET - 15A-2P CND tN I' CONDUIT BBU CA&NE, 'T "MRS CABINET 2 ; C. 6 PROPOSED 11 CONI U CTORS R D COH R ��UIR W % C.M. m �m �Mm' Sprint VISION GENERAL DYNAMICS VVIRELF59 SERVICES U N RE1"ARED &Y; E81 Consulting wwkwma"U' t umvnwvv lmw dft'Sn"'* 21 B S"O I BwMgbDn, MA 01803 TO: 781.273,25W I Fax: 781273,3311 www.ebmm%ftV,=n wo THE GRANGE In NEW MMIOS CABINET 2 . SEAL TITE 9* CONDIJIT CONNECTOR P/Isk 500007 OR APPROVED EQUAL 2* SEAL TITE FLEXIBLE EQUIPMENT (W-0 MAX,) PROPOSED EQUIPMENT - 2' HEAVY WALL COUPILWO 2' SEAL TfTE STRAIGHT CONNECTOR 2' SCHEDULE 80 ROD CONDUff TO ROUTE I a ALONG PLATFORM TO PRO r m ��W ENGINEER STAMP/SIGNATURE THIS DOCUMCWt IS THE DESIGN PROP00Y AND COPYRIGHT OF EW coNsuLTINe, wc. & FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY OUPUCATION OR USE WITHOUT EXPRESS WRRTE14 CONSENT OF 114E CREATOR 15 STRICTLY PROHISM. 81 121 ELECTRICAL DETAILS & NOTES �Km Sprint' >. VISION r -LEFT DIN RAIL °° SEFMCE LIGHT r - GENERAL DYNAMIC 34U 32U ..' 30U s _ r , SMOKE DETECTOR t j ..RIGHT DIN P RAIL„ q SUPPORT k� 66 f E' BLOCK PUNCH t?UT WIR u mwp 28U <v k +* P T LA E / +fti"T N E }q Y � � I S 26U F rv„ � 1 # z . L 22U { ....,,...._.IV GROUP OF DO SPO. $ . h� 1 ... i �. -{.,1 j... .«.t` -1 °:- -: t � 1 t I � �' 1 t� "� �M 4 $" k 7C7 i..,... it ,...,... i �' i " .,,,_,,,..._ ..:; \ • _ .. ..............__. ....,,_. ...........,, €. �..,.f..,�, .__,,..,..,. � k i i E i E 20U ,.. I-- -- r 1BU i i.+ F I ,,,.,,.,.,,_,_, .._, 4 .,.� ----- - 2ND GROUP 1 r "*•.'§. p i . OF OC SPDs .� t .. L F t ':.r:.rrax'scan ..;>„ xr rs... a;strea i Ems, a t"�FC.. E ar ASC F,;. h l a? S: F t' " ( (` 966 i F M1 -50 �d BLOCK ! F ._.. ._... .. .... ..... .. i F F t., GROUND- `I t i yr i _, 61 a 16 I.,_. S i � k t '"•,..._ n SUPPORT FOR BSDU i � " Y •.�- r . >^ y . , ,A , � , -_. s .i 65ti.... UL S �� K' XtF Y.. Ft `a,;, + f E ^ CABLE E 2i.i 1_.._. i i.s„E i } . __._..3RD GROUP' `'�tt '�'" i` '�F -. {; L.}.;k . ,:.,+ X'1 _. „. ._ S'' :i m NEl?! � 40 HOLE { "l ....,,.,... -'� k "4 rr Y 1 , HOE �. S 5...4 }.u� i PREPARED BY: RECTBFIERS.A. t 4 ,.,.... ..._,_ .� . 1.1 i [ 8U ...�V "1...i4 f t P... +� `,_,... t .I ^r.:...._... �{ sip }'�( ,.k+ i ,.__ .....,..,.. r .- ,...,_ I,,..._. POLMOUNTING {. � *.T?. 6LF I.w,,.. �k �h" .. `l _ . _10 2O.__ i' �' ..POLYPHASER i d�I BRACKET cF, 4 .T'�. 'r`>���� t _ �,,,.. .._........j; EBI ` t�` .. .,._., k#; .... ...,�, k k BRACKET °. taa�>.xucra:rv�a�t # wt:;zs�a; dFk; ?;, x 4U #� 7U 10 .,_,_ , 218 SVW I SWinOW, MA 01803 Tel: 781.273.2500 F6Xt 781.273.3311 F '.SITE WFOe ...,W____.. , „___._..... GROUN BAR_- " ..POLYPHASER GROUND CABLE--/ ; F t < ? SURGE PROTECTOR AC POWER.' CABLE t ` *�«.p �+ THE GRANG UDA OR LINK CA61.E. -_ i t OR M/W GABLE ` CPS CABLE'- DNO3XCO92/876994 127W W 32M AVE WWA MWF, 0 0 $0033 tJ M #�TAl.e MMBS —BBU ELECTRICAL © TAILS MLJCIRQC?M ELECTRICAL C}ETAIk. ND. DATE DESCRIPTION BY 0 12/18/12 Box DRAFT LE 1 03/07/13 1OQX DRAFT TB 2 03/12/13 1OOX FINAL TB _.._... MMBS PORT LAYOUT NEW MEW E .�.. CONDUIT NO..... USAGE BBU CABINET MMBS CABINET CENTER EXISTING TELCO 0 BATTERY u PROPOSED OEMARC AT PPC EXISTING TELCO r + MMSS -BBU M UDR (SEE NOTE 3j DEM DE MARC 4 AC /GROUND e +� * °s + (HO BOX) 2 RRU SECTOR 1 { "d” * w °' 0�� 1 pj!: * (SEE NOTE 2) (SEE NOTE 1 ) 3+ 3 RRU SECTOR 2 5 4 3 2 1 0 e 4 RRU SECTOR 3 4�a 1 5 BATTERY ' :.....: . ....... SEE ELECTRICAL may+ �q, ° e Ll 1/0 A.G ONE LINE DIAGRAM (6) BLACK SHIELDED 24 AWG ...,, ~.,,.. (3) BLACK SHIELDED 24 AWG- ° "` I .w....w ••• ATU CATSe IN NEW 2 CONDUIT .... ..w. t CATSO IN EXISTING CONDUIT M1P f �1GNATU RE ENGINEER STA P /St , SEE NOTE 4 -- k°`..,.p / 6 AWG THIS . DOCLWENT IS THE O. ERTY No .% AND COPYRIGHT OF EM CONSULTING, WC, FOR THE EXCLUSItiE USE BY THE TITLE CLIENT, ANY DUPLICATION OR USE WITHOUT { HYBRID REFER TO CABLE EXPRESS WRITTEN OF THE CREATOR IS TLY TED. 1. CONTRACTOR TO INSTALL NEW BLOCK 1N EXISTING I^ 7 SPECS EEO Jtt6 HOFF"MAN BOX AT SITES MAIN TEE TELCO DEMARC. i 2.. CO TOR SMALL INSTALL Ri -45 ENDS ON ALL (6) RUNS 1. MINIMUM LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2..75 Irv) 81121. OF CAT5e INTO MMBS -BBU MUDROOM, 2, MAXIMUM CABLE LENGTH DISTANCE IS 800mm (35.43 in), WEATHER PROOFING SHALL. SHEET TITLE: 3. CONTRACTOR TO INSTALL NEW 68 BLOCK IN EXISTING TELCO INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. DO CARLING WITHIN BOX NEXT TO EXISTING PPC CABINET, THE MANUFACTURED 3, PANES. 0 AND CON TCASNEIPOSED MMBS CABINET 4$YDC POWER PBUTiON HYBRID CABLES ELECTRICAL QET'A LS 4.. ADD PULLSTRIMG 4. —48 VDC CABLES BETWE PROPOSED MMBS CABINET & RR! "S ARE FACTORY ASSEMBLED AND EQUIPPED WITH ONE PRE — TERMINATED END. '.ORA9Yfia BY: SHEET NO: 5. ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH /RHW AND SHALL BE UL THERMOSET R.S INSULATED, CHECKED BY,.�,+f—.t AM TELCO RISER DETAIL 4 1 QC POWER DIAGRAM r GATE: 14/12/12 W.,Q ../1 EXISTING 51' MONOPOLE TOWER _T­ -71 EXISTING (E) MODCELL SPRINT (TO BE REMOVED) ti TELCO lia EXISTING SPRINT 8 PPC EXISTING SPRINT A/G POWER & -- ------ ------ TELCO ROUTE 0 m EXISTING GROUND LEAD FROM MASTER GROUND BAR TO EkSTING EQUIPMENT GROUND RING EXISTING 51' MONOPOLE TOWER EXISTING ICE BRIDGE m (E) BBU CABINET (TO BE REMOVED) (E) POWER CABINET (TO BE REMOVED) 1107 SCALE. 3/16* - 1'-0* 22x34 SCALE. 3/8* • 1 EXISTING SPRINT MASTER GROUND BAR m 11x17 SCAM 3/16* w 1*-0* 22X34 SCAM 3/8' - 1--0* 5, NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING C eAq GROUNDING BAR AND BOLTED ON THE BACK SIDE INSTALL BLACK 'mm�� STANDARDS. m GROUND BAR HEAT—SHRINKtNG TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE E COMPRESSION CONNECTION, GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED, 7, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. B. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. GROUND RING MEPARM BY 9 SUPPLIED AND INSTALLED BY CONTRACTOR. 7. 10 WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF Ag Id =*"Lew, GROUNDING BAR TO AN EXISTING TOWER. THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO AIM , JJw, MOUNTING THE GROUNDING BAR TO THE TOWER. 8. ALL EXISTING GROUND BMS, WIRES & CONNECTIONS SHALL BE lt EXTEND TWO (2) 2 AING TINNED CU CONDUCTOR FROM BURIED NN 1 1 , 1 1 1 1 MUNI ffi F.W GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. j*AvvJm'4 , FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE SPRINT, TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION GROUNDING & ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, ROUTING PLANS PROVIDING 50% SPARE CONNECTION POINTS. THE GRANGE 13, EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARA EXOTHERMIC DNO3XCO92/876994 WELD, GROUNDING NOTES ED SHALL USE PERMANENT MARKER TO DRAW THE LINES 12700 W 32ND AVE BETWEEN EACH SECTION AND LABEL EACH SECTION ( - A - , WWAT MDGL CO $0033 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING C eAq MECHANICAL CONNECTION STANDARDS. 0 GROUND BAR 6, ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF E GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING MEPARM BY 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES Consulting INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. AIM , JJw, 8. ALL EXISTING GROUND BMS, WIRES & CONNECTIONS SHALL BE 21 Shvet I Bur*Vton, MA 01803 FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS Tel: 781273,2 5001 Fox. 781273,3311 REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY www.ebwonsubV.=n SPRINT, DBDvND1NQ_NQv.i SITE I, EXOTHERMIC WELDS (2)L 2 AWG BARE TINNED SOLID COPPER THE GRANGE CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARA EXOTHERMIC DNO3XCO92/876994 WELD, 2. ED SHALL USE PERMANENT MARKER TO DRAW THE LINES 12700 W 32ND AVE BETWEEN EACH SECTION AND LABEL EACH SECTION ( - A - , WWAT MDGL CO $0033 NO INTERIM EQUIPMENT PLAN "N", 'I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK SUBMI17ALS WASHERS, COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS NO• DATE I 0MRFTM ey STEEL 3/8 INCH DIAMETER OR LARGER. 0 12/16/12 NIX DRAFT tr 4. FOR GROUND BOND TO STEEL ONLY. INSERT A CADMIUM FLAT 7 777773 ion To WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN 2 03/12/13 100X F04AL To ANTI — OXIDANT COMPOUND BEFORE MATING, — EXOTHERMIC CONNE CTI ON MECHANICAL CONNECTION ANTENNA GROUND BAR I [ M_MASTER GROUND BAR IF APPLICABLE: TYPICAL GROUNDING FOR PROPOSED MW ANTENNAS FOR z IL SECTORS (SEE PLAN & SCHEDULE ae w7 T_ rOR QUANTRY) z z � < z MIR I COAX JUMPER f-- COAX JUMPER F APPLJCABLE~ TYPICAL 800 RRV FOR ALL SECTORS (SEE P LAN & SCHEDULE FOR QUANTITY} 1 4 1 t .0 X Z D.............. XIST. ­ CGB XIST, Cce EXIST. ECD "" ------- e #To AWG HYBRID CABLE iNTERNAAL­' p c7 HYBRID CABLE IN DAD WRE TO BE TRWMED ORD WARE TO BE TRIMMED 10 PET AND ATTACHED TO GRD BAR TO FIT AND ATTACHED 70 GRD BAR OC FIBER Do FIBER (E) #2 AWG G G -- ------- G (E) #2 AWG G ---- ----- 0 ------- C c - G G ------------- 1 3 1 --------- EXISPNG UPPER 10WER GROUND­/ BAR TO BE ATTACHED DIRECTLY TO TOWER M13RO I EXOTHERWC TYPE CDNNECTION COMPRESStON INPE CONNECTON a c c: EMSTING 0V CABINET EXISTING CABINET (E) #2 AWG G - -------- G COAX #6 AWG WITH 12 AWG WEATHERPROOFING C G G 0 G ...... GS CG8 LOWER TOWER GROUND BAR tOPOSED MMBS w I HYBRID CABLE INTFR"L GRD WINE TO BE TMMMED TO FIT AND AT TO GRID BAR PROPOSED SBU CABINET #2 AWG G G, . ..... G #2 AWG EXISTING #2 AD GROUNDS TO _.­ #2 AD GROUNDS TO EXISTING GROUND RING EXIST;NC GROUND RING T lir ilgill i ll i2iii S rp% rl nt VlSt0N mmmop W A IVI S U N OA I EBI ConsuWing . ;Vvir­vv � d- 21 B SOW I Bw*qton, MA 01803 Tel 781273,2WO I Fax. 781273-3311 www.ebxxmsubV.com woll THE GRANGE n I HYBRID CABLE INTERNAL CAD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO ORD BAR COAX JUMPER ff � #i 0 AWG F_ Wlcx_� 1. 00 NOT INSTALL CABLE GROUND KIT AT A SEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND W Z WEATHERPROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR REGOWMENDED BY CABLE MANUFACTUREk) RRU TO ANTENNAS TOTAL OF' 6 LINES PER SECTOR IF 0 0 0 0 THE SITE RAS BOTH 800 & 1900 TWO-HOLE LUG, BOLTED TO­- GROUND aAR USI 3/8' 16 x 1 1/4' STAINLESS STEEL HEX HEAD 1 wi� 0 1 00 U 0 ( 0 ) o o 0 0 WEATHERPROOFING KIT 4 0 C 0 0 0 0 0 (TYP-) CONNECTOR - o o o .. . ............... . ........ --- - - ------- o 0 0 0 - - - - _-- - - -_-_--- WEATHERPROOFING -­.STANDARD GROUND KIT KIT (TYP,) (Typ.) SEE NOTE 2 r ... .......... . ..... ANTENNA CABLE TO SHELTER (TYP.) #6 AWG .ANTENNA GROUND BAR. SIMILAR TO K16-057. MOUNT GROUND BAR NEAR TOP OF MONOPOLE, CONTRACTOR TO VERIFY THAT TOWER OR WAVEGUIDE LADDER THE GROUND BAR IS GROUNDED TO THE TOWER OR RING 24 ANTENNA CABLE WEATHERPROOfMG KIT (SEE NOTE W I/ V 0 MAX 1, DO NOT INSTALL CABLE GROUND KIT AT A SEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAIL 2. GROUNDING KIT SKALL BE ANDREW SUREGROUNO TYPE KIT #6 AND GREEN STRANDED CU EXTERNAL TOOT HEAD GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AING GROUNDING INSPECIIDN WINDOW 1/2* REQUIRED FOR ALL CONDUCTOR INTERIOR TWO-HOLE S/S NUT r , CONNECTORS THIN WALL C-TAP W/PfNK­, S/S LOCK—, 1/4 MIN DYE INDEX (SEE NOTES) I WASHER S/S FLAT WASHER I HEAT SHRO 02 AING STRANDED GO GROUNDING CONDUCTOR THWNEO COPPER S/S FLAT WASHER GROUNDING BAR S/S BOLT (1 OF 2)--' 2 REIS A/C CONDUIT W U 2 LIQUID TIGHT 2' RGS DC CONDUIT TO PROPOSED RUBS CABINET I IN #2 GREEN EXISTING GROUND RING \.._ 2 TINNED ROW RING EXOTHERMIC WELD CABINET GROUND SCHEMATIC Kn-)O Q _10001 0000 c 0 0 0 0 0 Cl� od'00000000000000000c) _T 1, DIAGRAMMATIC LAYOUT ONLY. MAY VARY, I-TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x I 1/4STAJNLESS EXISTING GROUND STEEL HEX HEAD BOLTS AND HARDWARE, BAR & CONNECTIONS WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 60OV, THHN/tHWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR NOR TOWER MASTER GROUND BAR CONNECTIONS 1, PROVIDE NO-OX CREASE AT CONTACT SURFACE BETWEEN 09 LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS W GROUNDING TO THE TOWER OR RING, I '• 41 � - Kli! Nil 10 0 0 0 0 0 0 0 0 0 0 TWO-HOLE LUG, BOLTED TO­- GROUND aAR USI 3/8' 16 x 1 1/4' STAINLESS STEEL HEX HEAD 1 wi� 0 1 00 U 0 ( 0 ) o o 0 0 BOLTS & HARDWARE. 4 0 C 0 0 0 0 0 o o o .. . ............... . ........ --- - - ------- o 0 0 0 - - - - _-- - - -_-_--- GROUNDING DETAILS 2 REIS A/C CONDUIT W U 2 LIQUID TIGHT 2' RGS DC CONDUIT TO PROPOSED RUBS CABINET I IN #2 GREEN EXISTING GROUND RING \.._ 2 TINNED ROW RING EXOTHERMIC WELD CABINET GROUND SCHEMATIC Kn-)O Q _10001 0000 c 0 0 0 0 0 Cl� od'00000000000000000c) _T 1, DIAGRAMMATIC LAYOUT ONLY. MAY VARY, I-TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x I 1/4STAJNLESS EXISTING GROUND STEEL HEX HEAD BOLTS AND HARDWARE, BAR & CONNECTIONS WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 60OV, THHN/tHWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR NOR TOWER MASTER GROUND BAR CONNECTIONS 1, PROVIDE NO-OX CREASE AT CONTACT SURFACE BETWEEN 09 LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS W GROUNDING TO THE TOWER OR RING, I '• 41 � - Kli! Nil 'o tr M 0111INVOR M 0111INVOR 40M III VIII III IIIII��� SHEET GROUNDING DETAILS C of 'Wh6a im Date, Plan # Permit I? � r!11-1 at OWNER/CONTRACTOR SICNATCRE OFUNDERSTANDINC; AND AGREEMENT E hereby catif\ OuT 111c dktmwc� iwoposed b Ow, pvcmd application ar, aci;uratc and do not vioklic ndes ol rt:pflaions , (it the CkN of �N fival Rid"v or caSCMOR; 0 rcslriciion� ofuccm& fliat ail mear urcmcws shown and aUg,miofls madcaw xcc Uratv that I IwNc read and aurvetoaNdeb% ali and 1h at I a'"U"Ic full lcsptlnsibihlt t6r complumcc -,% iih applicabic Oty ok kklwal R41,gc codv� and orlfinanct-, for work undvr aw, permit issued ba, on (his applivalit vw thm I am the ivgal mA ner of hoc hco, ""jOuYri/ed bY 010 Iqgai o" mi oi the propAv to Ivrionn the describW work and am as awh>"-izcd by the lc (m 1"0 ofm,v emil" includVA] on thk apphQanou to h l lhm ollity on dlis' applicaliclo. CIRCLE* ONE (04AER) ((0,41R44'1OR) It T11OR111-J) REPRI ,f (010f,RI WO\TRACTOR,) ER "N' "of F, St ",l ATURE: DAM OF WHEQTq City of Wheat Ridge °OLoRpF Commercial Sign PERMIT - 071109 PERMIT N0: 071109 ISSUED: 10/11/2007 JOB ADDRESS: 12700 32ND AV EXPIRES: 04/08/2008 DESCRIPTION: FACE CHANGE ON TWO SIDES PER ATTACHED CONTACTS GC 303/380-2020 PAUL PASSERO 07-0188 COLORADO SIGN HELPERS, INC OWNER WALGREENS PARCEL INFO ZONE CODE: PCD USE: UA . SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION:- 3,000.00 FEES Permit Fee 30.00 Total Valuation .00 Use Tax 54.00 **TOTAL 84.00 ~s- t)° Ga Comments: ~73q DD _ TRC: OK - face change on freestanding sign. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinal es, ru s or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measutem nts town, a~d allegations made are accurate; that I have read and agree to abide by a11 conditions printed on this appli,~at'on ntl tha I assume full responsibility for compliance with the Wheat aidge Building Code (L B.C) and all other appl~c le e~t R' ge Ordinances work under thi permit. Plans subject to field inspection. Signature o contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of Che State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. . ' 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wi11 be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. 4. No work of any manner shall be done that wi11 change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance £or all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permitor the approval of drawings and specifications shall not be construed to be a permit £or, nor an approval of, a violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan v' subject to field inspections. Signature o hi suilding OEficial daCe INSPECT N REQUBSTLINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT oE W"EAT,~ BUILDING INSPECTION LINE -303-234-5933 ~ a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) . . ~CORPO~ . MRFOR APPLIt.r.l'a't Building Permit Number: Date: PLalv r Properry Owner: W fJ'f~(~ J ZC'G''`\JJ Property Address: / 2-76) tJ 60.j 3 2IJ~ rT Phone: - . Conhactor License No.: i^`1 _ C) ~61 Company: Ce L: S1 ~ T/ L L Phone: ~-3 ~Q'-Z €1 Z C7 OWNER/CONiRACTOR SIGNATURE OF UNDEftSTANDWG AND AGREEMENT I Buildinq Dept. Waluation Figure: $ I hereby certify that the sefback distances proposed by this permit application are accurate, and do mt violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easementsor restrictions of record; Nat all measurements shown, and aflegations made are accurate; fhat I have read and agree to abide by alt conditlons printed on this applicationand that I sume full responsibility for compliancewiththeWheatRidgeBuil i Coden(I.-.C) ndallbfherapplica6leWheat Ridge Ordinances, for work under th' p rmit f)7 s bject to field inspection. (O W NER)(CONTRACiOR): Value:$~ dt7v7, Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ Use of Space (description): Description of work: Sq. Ft. added 0 . COMMENTS: Approval:o -tt6 Zoning: +D COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Apptoval: 'ke ck.an5,e. au.orv~~ a.. DEPARTMENT USE Walls: Roof: Stories: FS s~5r . SIC: Electrical License Na Plumbing License No: Mechanic-aiticeTi-se No: Company: Company: Company: Expiration Date: Expiration Date; Expiration Qate: ApprovaP ApprovaC Approval: (4) -This permit was-issued in accovdance with the provisions set forth in yourapplicafion and is subject to the laws of the State of Colorado and to the Zoning Regulafions and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not cotnmenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a"perlod of 180 days. - . - ' -(3)If this permit expires, a new permit may be aequired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonmenthas notexceeded one . (1)year.lfchangeshavebeenorifsuspensionorabandonmentezceedsone(1)year,fulifeesshallbepaidforanewpermit. .(4) No work of any manner shall be done fhat will change the natural flow of water causing a tlrainage problem. - (5) Contractor shall noti(y the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wrilten approval on inspection-card before proceeding wiU successive phases of thejob. . . . . - - - - . - . (6) The issuance of a permit or the approval of drawings and specifications shall not.b.e construed.tobe a permit for;-noran approval of, anyviolation of the provisions of the building codes oranyotherordinance, law,rule or regulation. All plan review- is subject to field inspections. Building Official ~ 0 ~ Z I17 iG ~ a -1 C - ~ . ~ 0 C ~ ~'are ° T Tg~ ~ r5 - W. jY f'~ I i r„D000-!C❑ <~:~,z-I p~ 7':tir-G1T0 m;o A Z z('<u.7~m;pm , U ~ 'D ( ~ ! 3~1~~~~,z~; ~ y~ rp Iii'Q m Uj I ' 0 r C7 `V.. ~ Znx 'O y T~Z~ > < O-'4 I zo DC700 i i <mC~ U) ` m ~ 0- j i I ArZN ~ 0 0 D ~ n ~ G~ ~ O mz j ~'~~mrZTm ~ XZ ,•70 UAOtn, M. om ~y o y O ~ ~ "i '!1 ~ "p a ~ 21°~ ~ ~ m'r° <=z~Z.'2 nxL~ n=` I A mi ~ n i ~1~ 6 ~ E I€ 3t H 6 M Ii5 c ;W I E N k` ' ZQJa egx¢.¢4rA. FACILITIES PIANNING, DESIGN, & ENGINEERING ~ REPLACE EXISTING ~ 14 ~ 2L ~ SIGN FACE AS SHOWN. o EQ. EQ. ~ i ci a~ a o~ o a ~o 0 0 DD G307L°4HG3NJ PHG°QG3MAC5'l N-I ~ ~ROtlI~-PtMw~9 PHdWAAdCY 10'-4 5' . SIGN FACE DETAIL SCALE:i/2'=1'-0' I I ~ - = SIGN Sf'EQcICAilONS _ I N N'' _ . msz.vxcaaN..wiescsr~erou*srcrv.vnnr~.an: rmvvrxxs~raon.roMaua~mo~rcz.cmr. R[lE~EFA]B1aAT~WmN9SW10iL10"A.vONiIMlGlPJ CCUf.l2NKeWFlOIrvLWEWOMlLN9A.("iNRc I ~ ~ ~ .VDiWLMTl9vlAW.WiW.2Y,lR90J1M3ND (Oif4tfKfaG.PP.WK'AJ'/O,WL(A9E'GFEYN QAW STfEtIlGA:R.W). I m~ „ ! MfPVLtYWNYY.OVL~ERNPGMM•XNi1~LNEHI ~ w,essw n.~waerx wwxsaceurro~~xm.w.cwxa. ~I I ~ ~c.ssveet~wnrxexnwrem<~ronwxur~6nes veewaxwwxumu ~_i'~ ~ ~ II ~ ~'.I " .voiz•r,rn uw.e'awsx~er~rewm~ws[oxra w w,.ohtxs ow~.i+r o.~,a aw r<as ~o e~ r<evurzo `~D01'^°5P'~p1PK`OR~Pro,•arie~vcx .o.c.acaz....re sa+wxe:trtxavuzaaWVYroems--.-. w~u-.scm.. •a..K wwxuwcn e.umw.o mrm.u~ttm;u.xxuutv,esua~s v+neera svu wnH ~u. rawi, u~nm ro ~ s wNN .aKn ~,..Ir iwiu ncxa~. ` ~o I a ~cnew .nw* ..o o-~~%'oann~icwr~[rw~x. WNlR.ttKiW4WAfIAClll9ttU415W9G4 WN'R(6'4¢M9WAN MSLRQ MRlOY~! 'MlYOEXi'EMKEO` UN'.ISi/B'LMIfMA`OII"~OMRI/i F~'uT' ~m~a~nc•.nvaonzv.crvrrcnrcneiroortvu~+er~. r~srn-,mr.rres~uso~ccwremce '+mvnrxs~,aa^*c~sXeua'+'~s^`croa.r . ELEVATION O _ SCALE: 1/4"=1'-0' I vanv.oecxscra~maaameewaaa~wx Earamx roravr.~wm xueav~aw. ro,ss. I .o. ' wre orrAO..M I s- ~ Ho. I oare I ev I oesceiPnon ~conq I REVISIONS I MEREBT LERTIFTTMATlH13 PIANpNOSPfCIFlClSION WAS PPEPAREO BY ME OR ONOER MY OIREC! SWERNSION ANDTHAT I PM A OOLV REGISiERm FRCHITECTORENGMEER IINOER THE L4WS OF iHE STFIEOFC/JLOflAW PS SIGNIFlE06YMYHPNOANO SEPL PROJECtNAME WALGREENS STORE SEC YOUNGFIELD & 32ND WHEAT RIDGE, CO IN",iVIOUAL L:TTER SIGM- 1#2]93 PLE%IGLAS FACE HELVETCA FOR ELECIRICAL DATA h DETAIL SEE UM CHANNEL LETIERS. PRE-FlNISHED SPECIFlGATON. 'AL, DARK BRONZE hWMINUM FILLER. CIRCUIT ON iiMER FOR EACH SIGN. :5 OF LETTERS .125 nLUMINUM PLHTE PRONDE (i) 15 AMP . _fi paQGiMQCY 192 SF 1^ 1 O 20_~ i4 H~ ~~~eWC R HEIGNT WIM 2V-7" COPY IENGiH. SIGN PANEL FAGES TO 9E FABRICATED FROM ~ ~OWIE Q"RU ARROW SIEM HEIGHT, ANU 22--2' OVERALL ROHM & HAAS #1328 WHITE IMPACT ARROW LENGiH. ROHM & HAASA939 RED RESISTANT OR ACRRIC. SIGN FACE TO BE REDWIiH Wr11TE COPY, WIiH 3M 0363D-53 O p~EXIGlA55 FACES (LETiERS AND ARROW) CARDINAL RED" SURFACE APPpED NNYL 30.7 SF WITM .063' hVICI( OAPK BRaNZE PREFINISHEO FlLM. ALI1MINlIM RENRNS. RED NEON INTERNAL ILLUMINAnON BOX SIGNS XIT": 10" CAPITAL LETIER HEIGHi & 2'-6" C.W.H.O. FLUORESCENT ILLUMINAiION ARAIL IENGiH. "pRIVE IHRU PHARMACY" COPY IS 4" HIGH GN CABMETS FROM .063" iHICK DARK . tONZE ALUMINOM; 2" WIpE CABINET :TURNS. ~ -z Y~ O 6.0 SF r 4' 0"~ O 6.0 SF W ALGREEN'S MONUMENT O SIGN SEE SHEET A5.1 21.0 sv EXTERIOR SIGN DETAILS 71 26'-0 1/2" LENCM iN 2X BLOCI<ING IS USED, BLOCKING ~T-TO-OUT DIMENSION IS EOIIAL Ta hiE LOWER CASE DIMENSION. (P. SECTION THROUGH SIGN REO PLE%IGLAS #2793 PACE SICN T~P OWS TRANSFORMER LoWER W AREA R CASE CAP17AL SOO E WEIGHT LENGiH RED LEiiER M ET NEON REMOTE ~~R LE TEF g 26'-8 1/2' 2 24" 34' 45 3/B' S5.]9 434 EXTERIOR SCR PT SIGN KFTF12 NOlFS O1 SIGN SUPPORTS - ANCHORAGE OF SIGN TO O 0.EAR REO NEON N9E ON RED SIGNS. WALL TO 9E AS SPECIFlED BY SIGN Oj .~p5 ALIIMINUM BACK. MANUFACNRER. REFERENCE SPECIFlCNTONS ON 1N15 SHEET. Oe 'U MOUNTING CLIPS O COMR CIDR SHALI BE PESPONSIBLE I FOR tO0 SEE NWAI~ L SECTIONS ONESNEETEARZZ SPECIFlE~. LOCATION AND INSTALLAiION iHRU WALL. ftEPERENCE: SPEQFICATONS ON iH15 SHEET. GLA55 NBE Sl1PPORTS. O3 EXPANSION ANCHOR TOGGIE OR EPOXIEO ts {~h 555 MACHINE SCREWS 6" ON CENIER. SiUD TO ANCHOR 'C CLIP TO WALL SURFACE. USE CLEAR SEALANT AT BWLDING FACE. iHE USE OF 1HROOGH-BOLTS IWLL NOT BE . PERMITfED. Q 063 ALUMINUM FILLER - OARK BRaNZE NOiE: PROVIOE CONDENSAi10N ORIP ORAINS AT 0070M OF ALL lET1ER5. FLUROPAN EXTERIOR OF LETiER. AND NOTE: SEALANTS FOF OPENINGS NPE TO BE FWROPAN WNIiE INiERIOR. COMPAPBLE Wlhi iHE MATERIALS hiEY 5 3 16" PIEXICLAS, CONTACT. CON511Li FlNISH O ~ MANUFACNRER FOR RECOMMENDED SEALANTS. AREA COMPUTATION FOR SCRIPT SIGNS JNDARY SIGN LENGM 26-8 1/2- 5 79 O o 0 5.S.F. SIGN SPECIFICATION L CONTRACTOR SHALL 3. 9GN CONTRACTOR: CONiRAGTOP SHALL COOftDINATE ALL WORK. NOTIFY ELECTRICAL A.FOLLOW DRAWINGS & SPECIFIGATONS OF SIGNS ANO USE iEMPLAlES RACTOR & SIGN CONiRACTOR AS SOON AS POSSIBLE AF1ER iHE OF APPROVEO DIMENSIONS, CONTOURS, SHAPES AND VfrtH ELECiRICAL WAIL OR STRUCIDRE IS IN PLACE. SIGNS MUST BE MSTAlLEO COMPONENTS k CAPACITES AS SPECIFIEO. : TO CEIIJNG GRIp INSTALLATION. 6.SIGN CONIRACTOR SHALL FURNISH FOUR SETS OF SHOP DRPNINGS TO WAI.GREENS FACILITES PLANNING DEPARiMENT FOR REYIEW ANO APPPOVAI PRIOR TO FABRICAiION. C. SIGN CONIRACTOR SHALL CONSiRUCT AGN IN COMPl1ANCE WI1H ALL APPIJCA9LE CODES AND OFtDINANCES, AND ACCORDING TO IINDERWftilERS LA90RATOFIES SPECi1FCAilONS AND TO BEAR U.L. LA9EL5. SIGN CONiRACTOR SHALL OBTATN ALL STATE AND . MUNICIPAL PERAIIiS NECESSARY TO INSTALL SIIXJ(5) 4. sIGN INSTALLATON PT BIIILDING FACE WORK BY SIGN CONTRACTIXi: A.SIGN CONiRACTOR SHALL ESTABLISH CENIER LINE OF SIGN WALL. CLEARANCE SIGN LINE OF CANOPT 7O NOT USED NTS tu \ \ F~ V ao n 4~y~~ I6• 0 1NNDOW OPENING 9O ENTRANCE TOWER NEON DETAIL I I \ I NOiE: 9EFORE LAYNG OOT WALL OPENINCS 9ERIFY iHAT FINISHED " CEILING HEIGHT IS 4 A60YE NINOOW OPENING. ALL DIAIENSIONS ARE BASEO - ON iH15 CONOIiION. WALL tR n.. GENre>I ^ON'RA~'na 10 WALL OPENING LAYOUT SIGN DATA: SIGN PANEL FROM .063" iHICN ALUMINUM VATI HENMED EDGES. FACE TO BE YELLOW INTH 4" HIGH 6LACK HELEVEiICA MEOIUN CAPIiNL LETiER COPY. 6ACNGROUNO SURFACE COATNG i0 6E 3M "SCOiCHLIIE' REREC➢VE FILM, YELLOW #580-71. St15PEND SIGN ON ONE LINK Of CHAM FROM CANOPY GEILING. OS CLEARANCE SIGN NOTE MANIIFACNRE AND INSTALL ENiRY WAY WALL GRAPHICS FOR ENiRANCE TOWER. MORTAR & PESRE TO BE #3630-36 "BLOE" SURFACE APPllEO NNY. FlUA VATI OIIRINE BLf1E NEON. INSIDE STARS TO REMAIN NHIiE W1TI OIITLINE Wr11TE NEON. OUTSIDE STARS TO 6E 93630-53 'RED' SURFACE APPLIED NNri FlLM W1TH OUTIINE REO NEON. TRANSFORMERS TO BE REMOTE MOUNlEO BEHIND WAIL N11HIN RECESSED TPANSPORMEfl HOUSINC. PROOIDE COLO WEAIHER BALLAST IN NORiHERN LOLATONS. ALL PER SKETCH i0 BE APPROVED BEFORE GONSIRUCTION. BACKGPOOND WAIL ANO AWMINUM PLAlES TOBE PAINIED bcCOqATOF NHITE'. @OLJIJLJuK@ ~?3OOUI.I❑ B o p ~ I UO ~W ~k b< rt o D O o O O Y¢ ~f¢4~ '~~lt@ MLflIPanXISSd Amme6Lm 'fd'0➢aQ0 * ifU~'ti7 o 0 mw * ~I'YiM - ~'PY~1~8i1= f~~Ta Gf~l['~`'a& z~~A"-~" NqLITIES PLANNING, DESIGN, & ENGINEEWNG 6 I08360] I CF I REMOVE36HRSIGNMTA 5 3-13-02 MAH CCO N0. 1 1-14-02 MAH PFftMIT, BIDDMG AND WALGREEN'S ftENEW N0. OATE 0Y ftEVISIONS NO. OAIE BT DE9GRIP110N REVISIONS CERTIFICATION AND SEAL I XEFE9Y GERTIfYT1ATR115 PIANPNOSPECIFlCATION WpS PREPAREO BY MEOR ❑NOERMYOIFECi:, SWERNSIONPNOTHPTIPM A OI1LV PEGISTERfD ARCHREGTOFENGINEER IINOER lME tAWS OFTHE STAiE OF CAlAPADD PS $IGNIFlEO BY MY HANO ANO $EAL STORE NUMBER08003 PROJEGiNPME WALGREENS STORE SEC YOUNGFIELD 8 32ND WHEAT RIDGE, CO COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /Z7~'d ~37 /V10 14f1eE- l//✓/-7G .~~Cdilgi.r/l`? 721-'C~"ec ~Siv✓.~ rl/07 i~/~S"~~f~•~ . N6T c51 When corrections have been made, call for re-inspection at 303-234-5933. -1~7 _ Building Permit Number CTTY OF WHEAT RIDGE ~~1/3/2006 7500 West 29TH Avenue wheamage, co 80033 Inspection Line 303-235-2855 ciirotvmw M¢t,'•~ 303-234-5933 Commercial Plumbing PROPERTY 12700 32nd av Unit: owntER: Walgreens (303) 288-8820 Description Install self serve soda fountain 6"/j j r t) 5q6, drs wo Units: Occupancy: m Walis: RooF: Stories: Sq Feet: 0 I hereby ceMiy [ha[ IM1e set6ack Jtstvau pmposed by tM1is permit app4cefion are aaura[q and do oat riolate spplicable oNlneorea, rWes or regoletlom of We qty of Wheat Ridge or covenants, easemenfs or rwtrictlons of recard; tha[ a0 meesurements ahown, antl allege[ions mvde are aceura[r, Nat I hrve rud avd agree to abide 6y all rouditiovs prinhd on Iiib epp11ca11an, and that I asmmc (ull respousWility far comp4ance wllh Ne Wheaf Ridge Huilding Code (I..B.C.) and a0 oNer appllcahle Wheat u,. kunda thispermf4 ~ G /-3- 0 6 (ttiCVRER)(CONTRACTOR) SIGfYmDATE 1 TAis pemii[ was issoetl in acrortlence wi0 tLe pmvisions se[ faM in yaw appGCa[ion and Is subjmt fo the Iawa ot0e Smte o(COlondo aod [o Ne 9ndng RegWatlans and Boilding Cade o( Wheaf Ridge, Colondo or any ofher applicvble ardinenaa of Ne Clty. - 2 Every permit issued shell become inva4d unless the work an the si[e sutFOrb.M py such permi[ is commenced within 180 days eper Its twoance, or if the work author'uzd an the sile by such permi[ is suspended or abandon¢d fu n perwd of 180 days afler the tlme otwork G mmmenced. 3 Iftldvpennitexp'ves,auewpermi[may6eacquUedtrafeeofonnhaVNeamom[uormallyrequired,pmvidetlnocLangwhevebeeoorwNbemadeinthe originalpiensantlspecifintiansandanysuspensionorebaudomvm[6asmtexceededoue(I) yur.Ifchangauemadeoritsuspewionorabandonment exceeds ane (1) yeap fo0 feu shall be peitl for a uew permit < Poworkofanpmam¢rsM1ellbedouetha[willahangethemtwal0owofwateroausingadrainageproblem. 5 Coutracmr sM1all notify the BuilJing IDspecror lwcnty-four (20) hours in atlvana for W inxpectianu and shall receive wriken approval oo ivepecHOn card 6efare proceMUngwitLsucceuivepM1asuofthejob. 6 Theiwanecafapwmitor ar valofdnwi ~andsperifirationssFallnotbeco~truedtobeapermiHoyooranapprovelot,anyviolaHOVOtNe provisionsof[he~y~di gco anya~ an~g~w,xuleorrcguletfou. t`.^ r CM1iet .glnspec~ar SICdVEDDATE Tuesday, Janua 3, 2006 Page I of 1 Building Permit CTI'Y OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 CiyatVmeri~dge Commercial Plumbing Permit Number 19636 1/3/2006 Inspecfion Line 303-234-5933 PROPERTY 12700 32nd av Unit: owivEx: Walgreens (303) 288-8820 Description Install self serve soda fountain Authorized By guildingApproval Authorized On Zoning 6/13/2006 Approved By c.root Tuesday, January 03, 2006 Page 1 of t COMMUNITY DEVELOPMENT DEPARTMENT¢ Buflding Permit Number: oE WH~T,p BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEA7 RIDGE 7500 WEST 29TH AVENUE . . WHEAT RIDGE, CO 80033 - (303-235•2855) ~OLORA ~ "XIJVwETTIOl r . • Pxoperty Owner: ~,/qLcq 1ZCEs1'SS Cc3 2Q ProperryAddress: ► 2"700 0• 37_A3t.S AVC Phone: Contractor License No.: , , . CamPauY:~Zoio Zoo"te2 Phone: 303- LZS~'S53ZC3 OWNER/CONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT guildinq Denf. Va/uafion Figure: $ ~~J oCIt"° I hereby certiiy that the setback distances proposed by thIs pertnit'app7lcation are accurate, and do not violate applica6le ordinances, rules or regulaGons of the City of W hezt Ridge or covenants, easements or restrlctions of record; that all measurements shown, and allegatlons made are accurate; that I have read and agree to abide by all conditions printed on this appllcaUon and that I assume full responsibilfty for compliance with the Wheat Rldge Building Code (I.B.C) and all otherapplicable W heat Ridge Ordinances, for work upd,"is,cerr t. Pians subJect to field inspection. , (OW NER)(CONTRACTOR): 3-06 i- V2Ill0:$ " Pemut Fee:$ Plan Review Fee:$ e T x: Total:$ Use of Space (description): SAt-t-S . Descriptionofwork: SOZ~A Sq. Ft. added e Expiration Date: Expiration Date: Expiration Date; Approval: Approval: Approval: • (t) Thfs permitwas Issued inaccordancewith the provistons setforth in yourapplication and is subjedto the laws of the State of ColoradoandtotheZoningRegulationsandBulldingCodesofWheatRidge,Coloraiiooranyotherappiicableordinancesof the City. . . (p) This permit shall exptre if (A) theworkauthorized ts not commenced within sixty (90) days from issue date or (B) the building authorized is suspended orabandoned fora period of 180 days. . (3) Ifthispermitexpires,anewpermitmaybeacquiredforafeeofone-halftheamountnormallyrequired,providednochanges havebeenorwill6emadeintheoriginalplansandspecificationsandanysuspensionorahandonmenthasnotexceededons (1)-year. If chan9es have been or if suspension or a6andonment exceeds one (1) year, fiuii fees shall be paid ior a new pertnit. (4) NoworkofanymannershallbedonethatwillchangethenaturalFlowofwatercausingadrainageproblem. (5) Contractor shatl notify the Bullding Inspector iwenty-four (24) hours ln advance for all tnspectlons and shall recefve written appmval on inspection card before proceeding with success(ve phases of thejob. (6) The tssuance of a permit or the approval of drewings and specifications shali not be construed to be a permit for, nor an approval of, anyvlolaBon ottha provfsions ofthe building codes or any other ordinance, law, rule orregulation. AlI pian review Is subject to Fleld Inspecttons. . Electrical License No: Piumbing License No: Mechanical License No: Company: Company: Company: City of Wheat Ridge Community Development Deparhnent Memorandum TO: Andrea Csomos n_ . k2aUb W, 32)~~c r~~ FROM: Kristy Shutto, Building Division SUBJECT: Certificate of Occupancy DATE: April 14, 2003 Instead of re-issuing a Certificate of Occupancy, and having two C/O's in our office, Darin Morgan, our Chief Building Official and Codes Administrator has signed off on the "condition" stated on the original C/O. Please contact our office if you need any further information (303-235-2855). Thauk You. ~ o o. J o ~ ~ .~7 = m O Ir- O Z m L) O m n ~ '0 O A ~ A ~ D O O ~ Oc) Z n 0' 'U v o ~ Z Z ~p rF ~ m s amy 3 0 . c°^` 0 m ca n a , a~=. M o~ N m o~g ~ ~ Z c ~D p A ~ ~ ~ ~ m s 3 z -vo o c o fL N ~ '_0 ' r C~ (D c ~ n m o U Q N O O N ~ a Co V ~ (D o, m r^ o° ~ ~ ~0 ~ c m 0 m n C) = c C O m » 2- rF ry C 3 ~ ~ am O 0- E W .i ( p ~ N n 2 N O ~ tp d < O S N C7 ~ ~ f'1' N N ~ J ~ ? ~ T ~5. O 0. r m a O~- n ~ ' c fD < C ) S s ~ C1 3 ~ m y ~ ~ ~ gm J m "a ° ~ ~ o 0 0 a v- • o ~ 3 v.' 3 m Z l N ~c ry p s . Q ~ ci ~ m ~ ~y >'a b N S . c ~ ~ fn m o m ~ a D 0 0' F 0 ° S(D o, . 7 L N o ~ - N ° il1 S .~o rD c ~L 00 0 ~ ~ ~ ~ m ~ h a= ~ O ~ a a m ~ o q O' ~ 4 _ W W o a 9.~ m N O ' 7 c m N a ~ W Q N y. p y~ V' , < d n ~ F = 3 C d ~ 0 y m y O y ~ 0 C, < N N G 03 ~ c m C~ ~ n lG ~ o ~ ~ O I I \ p .7.1 ~ 9 a SD ~ o 0 N ~ ~ ~ I~ ~ H ~y J O ~ ~ ' Y ~ c t y Of ~ Whea'tR-dge Fax Transmottal 7500 West 29th Avenue * Wheat Ridge, CO 80215 Planning: Phone # (303) 235-2846 Public Works: Phone # (303) 235-2861 Building Department Phone # (303) 235-2855 Fax. Phone # (303) 235-2857 DATE: -4i! ~ Name: -Z!Ylll4eA~ (~5nlll)crS. Organization: Fax: -~2lC~- (o9n - ()IzFo Phone: From: Kristy Shu##o-Btritctinff Deat 8 ecretarv Department: Planning ❑ Buitding Dept.~ Public Works o Subject: o Contractors License f1 lication . a Class I oElectrical oFee Schedule oBuildin Permit A Zication ~ her: ~~~~c~ • - , # of Pages. Lcludine cover naee) Commentss Need.- oCoDies ofthree 73) current citv Zicenses oCopv ofM¢ster Plumber License o CoDies of Stcne ETectrical Contractors & Masters Lacenses - Original to follow in the mail ❑ yes ~o Building Permit PerxWtNr92os CTTY OF WHEAT RIDGE 7soo west zvTx nv~ue 9/13/2005 Wheauidge, Co 80033 Inspection Line 303-235-2855 c~iyotw,r~~dge 303-234-5933 Commercial Miscellaneous PROpERTY 12700 32nd Av Unit: owivEx: Walgreens (303) 237-2410 . . Description . . . . . . . . Install soda starion, 3 comparhnent sink, lav sink and floor sink. Sewer and water tie in. IFEES ICONTRACTORS r. Units: . Occupancy: Wallr. Roof: Stories: SqFeeti o. Ihercby<ertlfyWnM1eselbeckdlsm sproposedbytiusperm[appli lionareaccu i,anddonotNht appli<abl N ances,TUles regWationsaftheCityaf WheatRidgeorcovenavtv,easemenGSOrrutnchonsofrernrd;thatallmeesuremen6s6own,audallegabovsmadeare accunre;thatIM1evereadandagrcet ebideby : . . : allconditiovsprw[edonNohonandtM1a[IassumetWlruponsibitityforcompllevicewiNtheWheetRidgeBUlltlNgCadc(U.B.C.)andallo erappGcabi : ~WhentRidgeortlinanc kun N is p . . . . % COWNEHJ( 1RACT0 . . . . . BIGdEDDA E . . : - . . . 1 us permit wes iss ed in accoMv~ce 'th tM1e provulo et forth tu yow ppLCallo d i s bject m tLe bws ofthe State o(Colorado and to the ZoNng . RegWvfionsantlBwldWgCodeofWhea[Ridge,ColoradoorenyatM1erappLcableordmeucesoffM1eCiry. ' . . . 2 ThispermitsAallezpimif(A)WeworkautM1OrizWism[commencedwithinsuty(60)daysfromismedaleor(B)eheboildingauNorrsedissuspendedor abandanedforaperiodof130days. . . . 3 If0 p itrxpires p rtmeybe qoiredforaf nfonchallN n[normally q ved,praNd d oche g La b enorwillbemadeinthe . ongfvalplevsandspeafiwflousaodanymspeos rabandoNVm[hasmtexceededone(1)year.ItcM1anguvremadcorifsuspuuionorabeodonmevt . . ceedsane(1)yeayfWl(eusAallbepaia[oravewpermie . . . . . J NoworkatanymannttsM1ailbedauetM1a[willcM1enge[henaluralflawofwahrwuvngatlramegeprablem. . i 5- COntractorshailm[ify[heHUtldinglnspearortwenty-faur(24)hoursinadvana(orallinspecllons andsM1allrmeivewrittenapprovvoninspectlo¢cardbefore ..pmceedingwiNSOCCessivephuwottLeJab. . . 6- Theizwvnceafapemri[artAeapprovalofdrnwivgsa dspecificationssheVna[beconsVUedmbeapermitf , ranapprovalof,anyvlalvrianofthe . . pro ansoftM1ebuildingrodesoranyoNerardinantt,lew,rvlearregula[ion. ~ ~ . . . . . . . ' ChieBoi~ ~.r'..4 ' . . SIGNEDDATE ✓ Tuesday, September 13 2005 . . : . Page 1 of 1 Building Permit . ~ ~ Permit Number ~ . ~ 19205 CTTY OF WHEAT RIDGE 9/13/2005 . 7500 West 291T-I Avenue ~ . ~ Wheatridge, CO 80033 Inspection Line . . . ~ 303-235-2855 cRydtvmeacMaqg 303-234-5933 Commercial Miscellaneous rxorExTY 12700 32nd Av Unit: owtvER: Walgreens (303) 237-2410 ~ Description . . . ~ ~ ~ ~ Install soda starion, 3 compartment sink, lav sink and floor sink. Sewer and water tie in. Authorized By ~ guilding Approval ~ Zoning Authorized On Approved By CR ~ . ~ OK with notes. Subject to field . . inspections. . ~ ~ ~ . . . . ~ ~ . . . ~ . . . ~ Authorized By Fire Department Approval Zoning ~ ~ Authorized On 9/7/2005 ~Approved By . WRFD/DS ~ ~ . . ~ ~ . ~ ~ ~ . . . ~ . . ~ . . . . ~ ~ ~ ~ . . See attached ~ . . . . . . ~ 'Tuesday, September 13, 2005 ~ ~ . . ~ . . . . . . . ~ ~ . ~ . Page I of 1 . . ~ . COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Numbec OF WHEqpq BUILDING MSPECTION LINE -303-234-5933 Da(e+: ~ ;~c CITYOF WHEAT RIDGE . ° m 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80035 - (303-235-2855) ~ °°`°R"°° APPLICATION rropertr owner: W c- E~s ProPertY Address: / 2%OD W 32^c-q-vE Phone: 303a 37azir0 Contractor License No.: / 4~2.S& -tt~a\a~qa Company-Ml¢T /'tE7C/4A&JI~F4L eoit~ Phone:,3o3 OWNERlCONTRACTOR SKaW17URE OF UNUERSTANDING ANC AGREEMENT Bui/dinaDeaLValuaSonFigure: $a1Z I hereby certiy that the setbadc disFances proposed by this pema[ appliptlon are accurate, and do not violate applicable ordinances, mles or regulations of the City of t72lue:$ Wheat Ridge orcovenants, easements or restridions af record; thatall measuremeMS ' shovm, and allegations mada are accurate; th have read and agrea M abide by ail Pezmit Fee:$ mnaiaons prirRed on this appiication a met i auume run responsiWlity far plan Review Fee:$ compliancewiThfheWheatftidgeBul de(I.B.C)andallotherapplicableWheat Ridge Ordiirances, forwork under ertnd. P ns ubjeet m field inspecbon. TOY21:$ (arvruErzxcoNrnncronY sIcrv ~ DATE Use of Space (description): Description of work: L Y+v ~y~rk nra~rrJfl~tQ~,,~ o~ ~c~~ ~~-t1m YJ~ ~ Co~+p~-aTnru,rr c~~ n+ric ) t o~ ~2 ~a a/ r~ ) '$FwJ(-u2 rt-wo 6✓ A-1-1744' `1 % is ri,/ Sq. Ft. atlded ONINGCOMMENTS: ApPfOV81: Zoning: . In!/~~ UILDING COMMENTS: o`( w` (,~((~~jS C~W R~ C~ ~ ~ E~ ' rApproval: Iq )(~s i•y ~ auc s fl 2005 ~ &.ICWORI4SCOMMEMS APProvaL . rrDEPARTMEMCOMMENTS: Approral: cuoancv: Walls: Roofi Stories: Residentiai Units: ' I ~ ~rti s~~1 Electricai License No: Piumbing License No: Mechanical License No: Company: Company: Company: Ecpiration Date: Expiration Date: Ecpiration Date: Approval: Approval: Approval: (1) Thisparmitxesissuedinaccordance wIIhtlieprovisionssetfotihinyourapplica4onandissubjectWtheWwsoftheSpteof Colorado and ta the Zoning Regulations and Building Codes of UVheat Ridge, Colorado or anyotherapplicable ordinances of ~~Mrf I~f ts1t'~# ma c~ry. (2) This pertnit shall expire 'rf (A) tfie woAc au[horized is rwt tammenced wAhin siuty (90) days from issue date or (B) tha building authoiized is suspended or abandoned for a pBriod of 780 deys. (3) If this permit expires, e new permk may 6e acqu"ved for a fee of one-haRthe amount norma8y required, provided no changes havebeenorwillbemadeinMeoriginaipYansandspecifrcationsandanysuspansionorabandonmenthasnotmceededone (7)year. ifchangeshavebeenor"rfsuspensionorabandonmentexceedsone(1)year,fullfeesshall6epaidkrenewpermR. - (4) No work of any manner shall be done that wiil change the natmal flow of water causing e tlrainage problem. (5) Contractor shaN notify the Building Inspector twenty-four (24) twure in advance for all inspections and shall receive vrtitten approval on inspection prd befnre proceeding with suceeuive phases of the job. (6) The issuance ot a permit or the 2pprovai of drawings and spec'fficatlons shall not be construed to be a permit for, nor an applovai of, any vioiati the visions of Me building codes or any other ordinance, law, rule or regulation. All plan revi ~ect ions. 6iie uil mg Official Sep. 13. 2005 11:06AM WHEAT RIDGE FIRE DISTRICT No.6295 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 s 3880 UPHAM STREET • VNHEAT RID6£, CoLORADO 50034-0507 3034033900 • FAX303-94a0350 • wvVW.wxV[txE,ORG Mai Mechanicai Inc, September 7, 2005 Ted Stigall 4875 Pontiac Street Commerce City, Colorado 80022 Re: 12700 GVest 32°a Ave, Walgeen's . The following zeqtzirements are made under the 2003 Intemational Fire Code adopted by the Fire Boazd of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colotado. 1. All compressed gas cyliudeis shall be secuted on three points of comtact 2. The Fire District sball be nntified for finai inspection before any use of the eqmPment 3. All compzessed tenks shall have an emergency shut valve thel is alearly marked as such. ' 4. All fire alarms shall,e,A;n oaline during consEmcEion. 5. All fire lanes sbaU remain c}ear of alt camsmicfion velricles at all times. 6. A fira ex[iuguisher with s minimiTm rating of 2A-40BC Shs}1 be within 10 feet of all "HOT WORK" opeiations. 7. All exit pathways shalZ remaia clear at all times. Anp questions regarding these requirements please contact me at the Fire DisWct Reaevved by, S~ . Fire Marshal ~ D E ~ • Jefferson County Department of Health and Environment To create, promote & enhance health & vitality through innovation, collaboration nnd celebration Administrafion 1801 19th Sveet Golden, CO 80401-1798 (303) 271-5700 Fax(303) 271-5702 Lakewood 260 Souffi Kipling Sheet Lakewood, CO 80226 (303) 232-6301 Fax(303) 239-7088 Arvada 6303 Wadsworth Bypass Arvada, CO 80003 (303) 275-7500 Fac (303) 275-7503 Conifer 10875 US Hwy 285 Suite D202 Mountain Resowce Center Conifer, CO 80433 (303) 838-7552 Fax (303) 8383781 EnvironmentaLHealth 1801 19th Street Golden, CO 80401 (303) 271-5755 Fax (303) 271-5760 Edgewater WIC 1981 B Sheridan Blvd. Edgewater, CO 80214 (303) 239-9550 Fax (303) 239-9592 Vital Records 800 ]efferson County Pazkway Suite 1300 Golden, CO 80401 (303) 271-6450 Fax (303) 271-6451 Public Health... Everyday, Everywhere, Everyone 08/25/05 Carlo Losurdo 106 Wilmot Rd Deerfield, IL 60015 RE: Walgreens 12700 W 32"d Ave Wheatridge, CO Dear Carlo: I have reviewed the application and supporting documentation regarding the above facility and have determined that these plans are IN COMFORMANCE with the Colorado Retail Food cstablisfrment Rules and. Reyulations withr the following provisions.' SPECIFIC ITEMS / CHANGES REQUIRED 1. Instail three compartment sink instead of two compartment sink. GENERAL APPROVAL CRITERIA Construction and operation of this facility is subject to all requirements set forth in the Colorado Retail Food Establishment Rules and Regulations. Your attention is called to the following: ■ All freezer units shall be capable of holding food product 32° F or below. ■ All refrigeration units shail be capable of holding food product at 41 ° F or below. ■ Ail hot-holding units shall be capable of holding food product at 135° F or above. ■ Ali equipmertt shall be Nationai Sanitation Foundation (NSF) approved or equivalent. No domestic or residentiai equipment is permitted. ■ Toxic items will be stored separate from and below any food product. ■ Food product will be stored at least 6 inches off of the floor. ■ If exterior doors are to be left open for ventilation, then a screen door with a seif-closing mechanism shall be installed. ■ Adequate lighting, with proper shielding, shall be installed to provide at least 50 foot candles (330 lux) of light on all food preparation and handling areas, at least 20 foot candles (220 lux) of light in sales areas, utensil and equipment storage areas, ~ A J D E ~ • Jefferson County Department of Health and Environment To create, pminote & enhance health & vit¢liry through innovation, collaboration mid celebration Administration 1801 19th Street Golden, CO 80441-1795 (303) 271-5700 Fax (303) 271-5702 Lakewood 260 South Kipling Street Lakewood, CO 80226 (303) 232-6301 Fax (303) 239-7088 Arvada 6303 Wadsworth Bypass Arvada, CO 80003 (303) 275-7500 Fax (303) 275-7503 Conifer 10875 US Hwy 285 Suite D202 Mountain Resource Center Conifer, CO 80433 (303) 835-7552 Fax (303) 838-3781 Environmental Health 1801 19[h Street Golden, CO 80401 (303) 271-5755 Fax (303) 271-5760 Edgewater WIC 1981 B Sheridan Blvd. Edgewater, CO 80214 (303) 239-9580 Fax (303) 239-9592 Vital Records 800 Jefferson Counry Pazkway Sui[e 1300 Golden, CO 80401 (303) 271-6450 Fax (303) 271-6451 Public Health... Everyday, Everywhere, Everyone Jow. and in lavatory and toilet areas and At least 10 foot candles (110 lux) of light throughout walk-in refrigeration units, dry food storage areas, and in all other areas. ■ Exterior trash containers shall be placed upon cleanable surfaces and have tight fitting lids. Cross connections between potable water and waste water lines are prohibited. Backflow prevention shall be provided for all submerged / enclosed outlets, hose connections, dish machine rinse lines, etc., which are not subjected to continuous pressure. Vacuum breakers must be located a minimum of six (6) inches above the overflow rim, and installed after the last valve on the equipment, i.e. mop sinks, chemical towers. All self-serve units, whe#her mobile or fixed, shall' be provided with appropriate sneeze guards and shall maintain cold foods at 41 ° F or below and hot foods at 135° F or above. OTHER REQUIRED APPROVALS Approval of this proposai by this Department DOES NOT constitute approval by any other agency or department. Placement of exhaust hoods will be deterrriined by local fire and/or building departments. Placement of grease traps will be governed by the local water/sanitation and/or building departments. PLAN AND SPECIFICATION CHANGES Please contact the Department regarding any significant change in the plans or specifications of this facility. Failure to do so may result in expensive corrections if the change does not comply with the Regulations and may delay construction. CONSTRUCTION INSPECTIONS Upon request, the Department is available for construction inspections of this facility. Please cail me to schedule such an inspection. PRE-OPENING INSPECTIOIV and LICENSING The Department must conduct a pre-opening inspection of this facility prior to commencing operation. This inspection will be to verify that the facility has been constructed as shown on these plans and that all equipment is installed and operational. Upon successful completion of the pre-opening inspection and payment of the appropriate licensing fee the facility may be approved to open. ROUTINE INSPECTIONS When in operation, this facility will be inspected by the Department at least every six months. Inspections may occur at any time the facility is open for business. Follow-up inspections will be scheduled as necessary to correct violations. b ,T D E ~ • Jefferson County Departrrtent of Health and Environment To create, promote & enhance health & vitality through innovation, collaboration and celebration Administralion 1801 19th Street Golden, CO 80401-1798 (303) 271-5700 Fax (303) 277-5702 Lakewood 260 South Kipling Street Lakewood, CO 80226 (303) 232-6301 Fax (303) 239-7088 Arvada 6303 Wadsworth Bypass Arvada, CO 80003 (303) 275-7500 Fax (303) 275-7503 Conifer 10875 US Hwy 285 Suite D202 Mountain Resource Center Conifer, CO 80433 (303) 838-7552 Fax (303)838-378I Environmental Health 1801 19th SVeet Golden, CO 80401 (303) 271-5755 FaC (303) 271-5760 Edgewater WIC . 1981 B Sheridan Blvd. Edgewater, CO 80214 (303) 239-9580 Fax (303) 239-9592 Vital Records 800 Jefferson County Pazkway Suite 1300 Golden, CO 80401 (303) 271-6450 Fax (303) 271-6451 Public Health... Everyday, Everywhere, Everyone Please pick up your plans within the next 30 days. Sincerely, ~ Kimberly Stewart Environmental Health Specialist 303 271-5761 FAX 303 271-5760 kstewart(d)ieffco.us :IN ~ ,-l; 1'7 Applicatipn Date: : p~ •,~.t~ ' PermitNo. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 303-403-5900 Office • 303-940-0350 Fax • www.wrfire.org Contractor Information Name: F Agent: , Site Information °F Address: ` e A G _ rn a ~ Address Business. X Contact .z.: y- ~ Phone: Phone: I attest the above information to be accurate. I have received and reviewed the Inspettion Compliance and the Fee Schedule. This permit is the i~ property of the Wheat Ridge Pire Protection Distrid and is issued subject Yo conditians contained herein. Upon any failure of any condition including m failure of clearance of any permit payment, this permit is subjGE[ to immediate revocation and the permit must be returned upon demand to a representative of the Wheat Ridge Fire Protec[ion DistrictF In ~ Signature of Applicant: ~yi✓' g ~ ~ ` " ~ i!'' =r,^ NOTICE: If construction is started prior to the issuance of a permit, THREEfj) times the normal fee will be assessed.. ~ INSPECTION BY FIRE PROTECiION DISTRICT REQUIRED? <4YE5, ❑ NO IT1 Post thispelmitin a ronspicuous place . Requestrequired inspections a minimum ofthree days in aduanre at 303403-5902. TYPE OF PERMIT FORMULA (see fee schedule sheet) FEES Tank Inspedion No. of Tanks= Review Alarm System Plans System Value= Review Sprinkler System Plans System Value= Review Misc. System Plans System Value= Review Building Plans Valuation= Special Handling or Use Plans Valuation= " TOTAL FEES DUE : wo X 0 Date Paid Amt Paid Method Initials ~ m n ❑ Total Bldg. ❑ Alteration ❑ New ❑ Partial ❑ Other. p.~ Field Inspedions and Dates: ~ Z Hydrostatic Tests and Dates: v Comments: 17, --I X FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OP THIS PERMIf. ❑ APPROVED AS SUBMITiED A [.~'CONDITIONALLY APPROVED._(pee Cpmmep ts.) ~ . ~ BY TITLE „i' . ` • r' DATE , r .i.. l~.z . 7YPE OF PERMIT FORMULA (see fee schedule sheet) FEES Site Assessment (Re-Submittal) No. of Sites Plan Revision (Re-Insped) No. of Hours After hours inspection 2 Hours + No. of Hours TOTAL FEES DUE FIIVAL APPROVAL Date Paid Amt. Paid Method Initials v m ~ 3 F1 ~ BY TiTLE DATE Permit Number ~ Building Permit 19100 CITY OF WHEAT RIDGE $/15/2005 7500 West29TH~Avenue Wheauidge, co 80033 --7Z 0 Inspection Line 303235-2855 303-234-5933 Commercial Electric PROPERTY 12700 32nd av Unit: owtvEx: Walgreens (303) 237-2410 . . Description . . . ~ . . . . . ~ . . . , . . . . ~ . . . . ~ Add 1 100 amp. 1 power to new beverage center and 1 inta hot water heater ICONTRACTORS ~Enn(q?qi Units: Ocwpancy: ; Walls: RooE Stories: Sq Feet ~0 I hereby certify thetlhe setback dis[an propose by this permi[ app' 'on are emorafq and tlo not vlolem applicable ordmaucss, rtilw or regulafions ofNe Gty o( ' Wheat 14dge or covenants; ea o~~rulric ns afrecord; tha[ revnen6 ahownj and allega[ions mede a.resccuratr; Net I have reatl and agree [o abitle by v Wkovdifionsp'onth' 'caf v,attryryvd etlssmmefull itim ty forcompllaucewiFli[M1eWhentRidgeBuiltl(ngCode(U.B:C.)evdallotherappticaAie Whea . g mees ork der ermit Voc (O 0CTOR) 1 ~Thispe'mitwasusuetlivaccardancexif6tM1eprovisionssetforthlnyoorappliantiouandissubjeatrothetiwsoftheS[eteotColoratlaaudto[heZOning Regulntlons nnd Building Code of Wheet Ridge; Colondo ok any oNer vpp4ceble ordfnences oftM1e City. 2 ~7fM1ispermi[shnqexpveif(A)theworkvutharizedisvotcammencedwi[h(ns4ty (60)tlaysfrom6suedateor(e)fhebuild'mgauNOrizedisaosqendedar . . abandonedforapcriotlof120.dpye.l - 3:Ifthis permi[ eryiru, a new permit may 6e acqufr¢tl for e(ec of ono-helf Ne amount narmally requ'vetl, provided na changw heve been or wN be mvde in Ne . ~origiualplevsandapuificatiovsavdenysuspensionor vbendommrn[hesmtexeecdedoue(1)year.lfchangwnremadeorifsuspeosmnorabaudonmen[ , . ¢xceeds oqe (1) ymr, full feev shallbe paid for a new permit 0 ~ No work of any mevnu aM1slibe done that wW change the nvtural ilow of waeer, rausing a tlrainage problem. 5 ~2ontraelorshel(natlfytheBuJdinglnspecmrtwenry-four(26)hoursinaavencefaraltlnspeclfas, endsFallrecelvewrittenapprovvloninspxtlonrnrdbe(ore :proceMiogwithsucttssivephaseso([M1ejob. 6 TFC uuancea ~tortFeepprovaloCdrawin sye aUOOSShaffm[be<onsduedtobeaperM[foynoranappmvalo(,anyvtolaHOOOftM1c : pro~an 0des or any atM1er -rule or regulafion. ChiefBuiWingNSp r SIGNEDDATE Monday, gust 15,2005 Page 1 of I: ~ ~ 13uilding Permit Permit Number 1 100 9 CTi'Y OF WHEAT RIDGE 8/15/2005 7500 West 29TI3 Avenue . ~ ~ . ~ Wheauidge, co 80033 Inspection Line 303-235-2855 303-234-5933 Commercial Electric ~ . ~ . ~PROPERTY 12700 32I1f1 8V . . ~ ~ UIIIt: . . . owtvER: Walgreens (303) 237-2410 ~ ~ . Description . ~ . . . . . ~ . ~ ~ ~ . Add 1 100 amp 1 power to new beverage center and 1 inta hot water heater~ . Authorized By.. BuildingApproval ~ Zoning . ~ Authorized On ~ . . ~ 8/15/2005 Approved By. c.root ~ . Monday, August 15, 2005 Page 1 pf 1 ~ ~ ~ . COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF W"E^T BUILDING INSPECTION LINE - 303-234-5933 Date: P o CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~l oRPO~ APPLl4ATRVt r PropertyOwner: GJ9- /Qc, 'tj C Property Address: Z a~~~i'~ Phone~l"J a 3~' °;r /U Contractor License No.: 130 `y( Company: Phone: OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT Buildina Dept. Valuafion Figure: $ I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of ValUe:$ Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this application and th t assum full responsibility for Plari R0V10W F00:$ com liance with the Wheat Rid e Buildin Cod I.C).an I other ap i ble Wheat Ridge Ordinances, for work uoder~h~rnsAub' ct to field i ctio n, ~ Use Tax: (0 W NER)(CONTRACTOR): Total:$ Use of Space (description): Description of work: u) (OU,~-t,,p ~u-er ~ zi~ Sq.Ft.added Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: _ (1) This permit was issued in accordance with the provisions set forth in your applicalion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applirable ordinances of the City. (2) This permit shall expire if (A) the work aulhorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will 6e made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pertnit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: _ r I 0 ~ " Z Z O T1 ~G 1 ----------------------------•-----r ~ z > ~ O " a o ~ x a , ' F3 m D ~ ii c N o m W Z nG -I ~ 0; O i w C o m~1 . . ~ m o Q . CD ~ 6 T I A 0. po 0 O YI ~ O O~~ W m 00 N .l, ❑ i 2 O 0 ~ ❑ ❑ ❑ O m ~ C) ~ m • M N N J~I Q~ TI CD ¢ y . fl: asu ~ m m ~ ~ ° . m 91 D 1D ~ fD . _n°' , c v • m ~o ~ a ~ e~ .0.. m~. m~ Q ~ m ~ oN ni m y m y ^ S a o m m ~ am v O ~ D " " C \ oo<(~ a m w ~0 3 (..v 3 ,N.. . ti w ~ O sy ~ N N ~ J ~ H ~ o N~ K ZC DD 60 ry Vd =a + ~ m I ~ am~. IN l~1 y ~ N N I O Q N I~ N tf n c ~ a p ~ ~m 1° < c m z ^ ~ w P A ~ ti m ~ m - < N n ~ n A N ~ - a A M ~ N N a O ,p 4 F WHEql ~ ti O G~ U f*1 C~~ OR P~O PERMIT TRACKING FORM ADDRE55 DATESUBMITTED 1-kl-~/7~. PERMITN_UMBER-35U~[ CONTRACTOR R 4(~ \ b~15~~ 1bY~ PHONE OWNER L3C-I PHONE I TYPE OF REQUEST L ° DATE PERMIT APPROVED'A- ~ BUILDING DEPARTMENT DATE IN DATE OUT 1" Review 2"d Review 3~d Review 4'h Review ~PLANNING DEPARTMENT DATE IN pATE OUT 1" Review -2a0s7. 2nd Review 3~d Review 4rh Review ~ PUBLIC WORKS DEPARTMENT DATE IN DATE OUT 1" Review `f -tR-b1 8 -l5 -Z~1 2"dReview P) -a.l -O` 3rdReview 1c`~,,~b-bl ~•3,5-C~~ IY~~ S 4'h Review V,FIRE DEPARTMENT ❑ CITY ARBORIST ❑ POLICE DEPARTMENT TYPE OF PERMIT XSEWER DISTRICT )~-WATER DISTRICT ~WV~ 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax:303/235-2857 The City of Wheat Ridge 24 January 2003 Mazk Stampfl Walgreens Drug Store 12700 W. 32°d Avenue Wheat Ridge, Colorado 80033 RE: Freestanding Sign Deaz Mr. Stampfl: The animated reader board sign for the Walgreens located at 12700 W. 32"a Avenue in Wheat Ridge is in violation of Section 26-708(G) of the Wheat Ridge Code of Laws. This Section states that the time lapse in information on animated signs must be at least fifteen seconds. Simply stated, the messages that scroll on the reader board must remain for at least fifteen seconds before another message scrolls on the reader board. Please adjust the reader board by Friday February 14, 2003 or code action may ensue. If you have any questions, feel free to give me a call. I can be reached at 303.235.2849. Thank you far your prompt attention. Sincerely, Tra is R. Crane Planner CAPITAL REAL ESTATEgINC. September 16, 2002 Travis R. Crane Planner The City of Wheat Ridge 7500 West 29'h Avenue Wheat Ridge, CO 80215 RE: Walgreens at Maple Grove Dear Mr. Crane: As you know, we were given a certificate of occupancy for this Walgreens with the understanding that the lights we were directed to disconnect do not get reconnected until an agreement is reached with Planning. I have directed the electrical engineers to re-design the site lighting to meet the city code requirements, along with finding something that is acceptable to Walgreens safety needs. Please see the enclosed re-designed lighting photometric plan for this Walgreens. I hope that you agree that this meets the intent of the city lighting code, and agree to allow us to make these corrections, to get the lights turned back on. If you could send me a note approving of this plan, I will have the lighting corrections made If you have any questions, feel free to call me @ 612.313.0122. Sincerely, Michael Fraser Capital Real Estate FIFTY SOUTH SIXTH STREET, Stnrs 1480 • MINNEAPOLIS, MN 55402 (612) 313-2500 • F.vc (612) 313-0136 CCD#7 09-1G-2002 Wheat Ridge CO Walgreens Store # 6883 Sheet EO.lA Provide the folLowing modifications to site lighting fixcures rype Z-1: 1. Type Z-1 at Northeast corner of parking lo[, and connected ro circuit LP-SP, 30 and 32- Modify existing twin head fixture to a single head fixture, and rotace optics in fix[we to point West. 2. Seal openings left by removal of fixture mounting arm, so that debri and moisture do not en[er the interior space of the pole. 3. Type Z-1 at Eas[ side of center pazking stalls, and connected tu circuit LP-SP,26 and 28, in North parking area- Modify existing twin head fixmre to rotate entire fixture 90 degrees ro face West. -z.~} ~ ~.rv Arrhihr~t~tC R~ ~nAit7P4?YS i i" / ~ , . 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 , , , ~ ~ ~o.a o.o ~o.o o.o o.o o.o o.o o.o o.o o.o a.o ~ ~ ' ' ' 0,1 0.1 0.1 0,0 0.0 0.0 0.0 0.0 0.0 0.0 ~.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q.0 0.0 Q.~ P y - . ~0.0 0.0 0.0 ~OA 0.0 O.p 0.0 0.0 0.0 . , ~o.o ~a.o ~o.o o.o a.o o.a o.o o.o o.a o.o 0 0 , . , ~ ~ ~ ~ o.a o.a o.o a.a o.o o.o o.o o.o o. 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GLASS FLAT LENS, ARM MOUNTED Lt18509.1ES 38000 0.72 4QOM R4W TQFF MS 400IHOR Z1-WM KSF2 PREMIUM CU ; : ~ WIR4W REFL, CLEAR GLASS FLAT LENS. ARM MOUNTED Lt18509.1ES 38000 0.72 - KSF2 400M R4W PREMIUM CUTOFF MS 4001HOR Z-1 WIR4W REFL, GLEAR GLASS FLAT LENS. r ~ N O O N a v p~ a o, o ~ O a ~ M c ~ O t O EU y ~ d m c ~ ❑ € o W N a3 d R ' o a ~ N E Y 2 ~ O U FD 0 a ~ ~ N ~ N C N ~ N aa ~ C O ~ ~ 'o a W V c d O C ° ~ o ao r 1+1 F- Q' m ~ a ~ ° at U N y c W ~ 3 v o a L O1 LL a N o Q ° ~ ~ n ^ h V U F L ' V ~ Hi v 00 am E•,~ v ~ rn ° N m U~ 9 C ? ~ U p~ m U C r N N E L =-m 3 a y y ~ tad :E o w V ~va m O i` 4 LC) - Q co >3~ o y - o ~aa a ° E r a m E Z N N C t F v m E N a ~ ~ w ~ O ❑ Q> F ~ W a 0 ~ a z O a ~ U U) W 0 Q c~ IlJ J 4 N ~ e~ m W w 0 a K ~ a cD Z ~ 0 J O W 2 F ~ Q LL `o d U t' U v c R m U O p~ ~a oa c~ 0 3 0 rn~ a ~ ~r a m E ~w O U ~ a d U w U C o c E a R L m s 0 0 z `o a `o N ~ C _ C C a 4 s a m m a c t c U N a ~ ~ N ~ O i a a R i-> ~ ~ -0 v L N ~ R a-+ ~ ~ ~ v i N i d O -P U O N C ~ r-~ rt t ~ N N ~a ~ o N V ~ U N GI C C C •r O C V C N r6 0 d c O ~ C O C.J # Date• , A Certificate of Occupancy or Completion has 6een requested for: PURPOSE OF Bui(ding Department Remarks: u cbydifiow Prsco~~ftH sw( vaafi be Mesjdb(~4k~ un tt 1nlOfV'ovd Zoning Approval: 0 Remarks: ~ Public Works Approval: Remarks: Fire Marsha(I Approval: (If Applicable) Remarks: Sanitation District Approval: ([f Applicable) Remarks: Water District Approval: ([f Applicable) Remarks: \ / C a M 0 m ~ 0 z m 000 ~cmT ^ ~ V D Z ~ n m o Fn o ~-c a v~i ~ m C r nC) m - n m O q- 'o to ?i CD ~o p ~ T n~ N x y :3 v_ c ~ m- ,m 0 -n P1 m cmi 0 70 N 70 o ~ 0 ~ w 7 SN r ~ N (D QO d ¢o 7 J N N (Qp ,.^N.. o 7 ~ p1 7 f0 pg~ "-i w ~ ~ ~ j a j ~ m ~ d1~ ~ a W ~ F r ~ t v y ' \ ~ N ~ ~ ~ , o D c N ~ N O' 2 ~ CD m . y ^ Qe 'o ~ ~2 W a Q0 m a o' a . ~ ~ N N ~ ~ w h , n . ~ . ~ 0 ~ ~ m m Z Cl) 5 Z m v ~ _ JLa ~ i S. . ( e ~ ~ ~ i m (D ? ° 'r1 w ~ v+ ° o O C 3 ~ 7 7 N n N U3 m v :3 w ~ cc O ~ O y z Cf) ~ 9 a o m _-I 0 Z ~ m 1 0 ~ ~ c ~ U) - 5 Z D r r ~ U) D ~ y 0 m m ~ ~ m ~ D Z Z ~ ~ ~ C- Z O U) a W m 0 0 ~ ~ ~ m p ~ O C m 6 9 ~ Z ~ v O ~ Z O ~ m ~ ~ z ° . a ~ w a ~ a H ~ ~ ~ O y a ~J7 O N c ~ G ~ Z ~ ~ (n ~ RI a> ~ rn m~ ~O~~ ~ mv ~ O ♦ Z rn ~ 0 rn o 0 O to ^ ao W > ~m~v ~ v ~o a` c w -q ~ o _~u ~ n m cl) m 0 Z °o 0 N Z q -o Cl) m o N ~ m m ~ A oz ~ ~ Z° m v = m o m C ~ cv Z vc ~ m Z ~ ~ I N N O ~ N m r I ; ~l CO) Cl) On CD 0 c roll' ~ n CD ~ . ~ ~ ~ 0 :3 rls On 0 ` ~ w 0 w ~ ~ Q ~ ~ ti ~ LI SPRINKLER SYSTEM PRESSURE TEST [3 FIRE MAiN. PRESSiTRE TEST j] gppD & DUCT Si3PPRE5SION SYSTEM TEST ~ F'IgE AI,ARM SYSTEM ACCEPTANCE TEST ~ OTHEii LOCATZON: 17'7Et7 S.~ f~~'1 r!-reFtiS DATE - 7 ? ~ "O L REQUESTED BY- %f,k CONDUCTED BY: SYSTEM PASSED ~ FAILED ❑ COWENTS: F- ~ r• ~ ~ r I . . _ . . _...ta.) Si.✓!hG `f'~tf 1~X~~~ O . . I SIGNED:~i.• /1•.~~•~'G'~rft-LV.Cs'P/~ 'fi"~ AppliwGOn Date: Permit ¢'~`<,1038 . Wheat Ridge Fire Protection District "Dedicated to Serve Through Excellence" . - • - - P.O. Box 507 3880 Upham Street Whea[ Ridge, Colorado 80034 303-403-5900 Office 303-940-0350 Fax Contractor Information Site Information Name: ( ~;(1 .i ~;Address Agent:(~nali f! i Address: E (cp{'"` Elt )e- CM . Business: ; a ),11C c'FP r"tv,S Contact: 1J- Phone: Phone: I attest the above information ta be accurate. I have received and reviewed the Inspection Comp/iance and the Fee SchedWe. This permitis the property ofthe Wheat Ridge fim Protection Distrid and is issued subject to conditions conbined herein. Upon anyfai/ure ofany condition induding fai/am ofdearance ofany permitpaymen4 this permit is subject to immeAiate revocation and the permitmustbe retumed upon demand to a . representatlve ofthe Wheat Ridge Fire Protection Distric[. Signature of Applicant: INSPECTION BY FIRE DISTRICT REQUIRED? kYES ❑ NO Post this permit in a conspimousplace. Reques! required inspectons a minimum of three days in advance at303403-5902. - TYPE OF PERMIT PORMULA FEE Tank Ins edion No. of Tanks= @150.00/tank Review Alarm S s[em Plans - System Value= (A25) . Review 5 rinkler S stem Plans System Value= I-),, jt~ (.025) Review Buildin Plans - Valuation= TOTAL OF FEES DUE 3. O ~ Total Bldg. ❑ Alteration New ❑ PaRial Field Inspedions and Dates: ~ Hydrostatic Tests and Dates: Commentr: ~ X `m v N ~ n -i FIRE DISTRICT APPROVAL IS REQUIRED PRIOR TOISSUANCE OF THIS PERMIT. DOAPPROVED AS SUBMIrfED LJCONDII'IONALLY APPROVED (See Comments.) BY ri,..+ d~ .s, l TrTLE ~ m DATE j % ~ TYPE OF PERMIT FORMULA - FEE : Site Assessment Re•Submittal No. of Sites @ 75.00/Site Plan Revision Re-Ins d No. of Hours - @ 40.00/Hour After hours ins ction 2 Hours + No. of Hours @ 40.00/Hour - - . ` TOTAL OF FEES DUE FINALAPPROVAL BY ~.,~(i 1COLiLa+~l TITLE )D DATE _ 76.-D2 ❑ Other: Amt. Paid ul;. ; Method Initials Amt. Paid Method Initials Application Date: J J~ . Permit 1052 Wheat Ridge Fire Protection District "Dedicated to Serve Through Excellence" P.O. Box 507 3880 Upham Street Wheat Ridge, Colorado 80034 3031403-5900 Office 303-940-0350 Fax Contractor Information Site Information Name: Llldf~MR►S £-tge-'7K-i 'TAECs. Address: tZ7700 W., -A2 d2 Agent:"j.AV F- b¢ a Or-" _kVJU-J kr~ fZx e; Address: Business: -R-C- E~ P,is K~NjOF5~7 Gp 450Z-7-2 Contact: Phone: ~7"~j7 ~7{i ~i~,3~j . Phone: ~Q I (~Z.: ~ ~.3 I attest the above infomaUon to be accurate. I have received and revieweAthe Inspecdon Comp/iance and the Fee Scheda/e. This permit is the pro0eity of the Wheat Ridge Fire Protectlon DisTrid and is issuedsubjed to conditions condined herein. Upon any fai/ure ofany condiGOn inGuding fai/ure afdearance ofany permit paymenG this pelmitis sutijed to immediate revofation and the permit must be retumed upon demand to a redresenbtive nfthe W15e-a-t Ridoe Fire PmtecGOn Distrid Signature of Applicant: INSPECTION BY FIRE DISTRICT REQUIRED? ❑ YES ❑ NO Gost thispermit in a mnspicuousOlace. Requesf -quired inspections a minimum of three days in aduance at303-403-5902. - TYPE OF PERMIT . FORMULA FEE Tank Ins edion No. ofTanks= @150.0tank ` Review Alarm S stem Plans System Value= (.025 3.1 Review5 rinkler S stem Plans System Value= (.025) ReviewBuildin Plans Valuation= TOTAL OF FEES DUE j.2. `A ❑ Total Bidg. ❑ Alteration ~ New ❑ Partial . ❑ Other. Field Inspections and Dates: r--n i1 Amt: Paid Initials ~ v° N ~ ~ Hydrostatic Tests and Dates: Comments: r c~'c w.~w~: cr.., ?-k-VS n ~ FIRE DISTRICTAPPROVAL IS REQUIRED PRIOR TO ISSUANCE OF THIS PERMIT. APPROVED AS SUBMITTED -CONDITIONALLY APPROVED (See Comments.) . BY ~ .v;- Z aR.'~'S TITLEI"ir'Zelu~e<<i/HL .DATE TYPE OP PERMIT FORMULA FEE Site Assessment Re-SubmiEtal No. of Sites @ 75.00/Site Plan Revision Re-Ins ect - No. of Hours . @ 40.00/Hour After hours ins ection 2 Hours + No. of Hours @ 40.00/Hour _ TOTAL OF PEES DUE 'D m X ~ Amt. Paid ~ Method Initials FINAL APPROVAL BY TITLE s .C.{ jtXa DATE ?_zc --OL LI SPRINKLER SYSTEM PRESSURE TEST C7 FIRE MAIN PRESSURE TEST LI HOOD & DUCT SUPPRESSION SYSTEM TEST ~vj~ ~ C1 FIRE ALARM SYSTEM ACCEPTANCE TEST Jli~ ~ OTHER LOCATION: DATE: Co~7-FiZ REQUESTED $Y:~yay,.. CONDUCTED BY:-~~M.c8-1%64Zh{ ~ Srg~, SYSTEM PASSED 'K FAILED II COMI'ENTS :~'.b-. ~..,~.~.c~L uuak.~ ~E G.2~B-✓'~CFie"r ~~;~Q.c 1,~'~w. (.w'~p Q. . S IGNED ~r{~,'{3 - V(lt.~t,J R.C'I~ ZJ (o-~ oL DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number 13634 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/3/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: WALGREEN'S Property Address : 12700 W 32ND AVE Phone : Contractor License No. : 17643 Company : Lite Rite Signs Phone: 940-7118 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $27,795.00 I hereby certify that the setback distances proposed by this permit application are accurate,and Pefmit Fee : $422.05 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or plan Review Fee : $0.00 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 US2 T8x : $333.54 application, and that I assume full respons Qyror com( the Wheat Ridge Building Code (U.B.C.) and all other applicab he p CR' r ~ f od der this permit. TOtel : $755.59 (OWNER)(CONTRACTOR)SIGNED 17R`F€~ e: Description : INSTALL MONUMENT & WALL SIGNS. WALGREENS LOGO. ~ ~ BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : PCD inmwmgmmm Approval: BG Approval: Occupancy : Walls OK 1 APR 02 SIC : Sq. Ft. : SIGNS MUST BE U.L. LISTED & MEET N.E.C Roof : Stories : Residential Units : Electrical License No : 20375 Company : Lineman Electric Expiration Date : 2/28/03 Approval: ok/ks Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval: (1) This permit was issued in acwrdance with the provisions set fodh in yopur application and is subject to the laws of the Siate of Coloredo ana m the Zoning Regulations and Builtling Code of VJheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not wmmenced within sia1y (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 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 Ihe original plans antl specifications antl any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertni[. (4) No work of any manner shall be done that will change the natural flow ofwater causing a drainage problem. (5) Coniractor shall notiry the Building Inspectortwenty-four (24) hours in atlvance for ail inspections and shall receive written approval on inspection cartl before . proceediin ShaseSOFihejob. (6) The ise aPProval of drewin95 antl sPecifcations shall noi be construetl to be a permit for. nor an approval of, any violation of the io f e s oordinance, law, rule or regulation. e Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT OF WHEAT ; BUILDING INSPECTION LTNE - 303-234-5933 CTTY OF WHEAT RIDGE 7500 WEST 29TH AVENiJE WFIEAT RIDGE, CO 80215 - (303-235-2855) C~~ ORA00 y pp~,y~r p 4~PP~i4/I~ddO7~~ yV Building Permit Number: Date: Property Owner: PropertyAddress:7~ lj//~. ~~/U~ /z Contractor License No.: a-;z- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cer[ify that the setback distances proposed by this pemit application aze accurate, and do not violate applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, easements orreshiclious ofrecord; that all measurements showq and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I a55ume full responsibility for compliance wiHi the Whezt Ridoe Building Code (U.B.C) and all othercable \ eat ' Cdinances, for wod< under tltis pertnit. ~ ~ (OWNER)(CONIRACTOR): SI DA~_-Z~ Phone: Construction Value:$2~,1.95•~ Pernut Fee:$ Plan Review Fee:$ Use "lax:$ TOt&l:$ Description: IN .rr77N-Z- A(Q"M5~ 4i BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: t A~k- 02 Zoning: 'xyj BUILDING COMMENTS: Approval: ~ G S5vi5 ,~~5/de ~'SJ~o, w /-?e-a-/ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roo£ Stories: SIC: ~ ~ 6A ~ Electricat License No: ~O~j•~ Plumbing License No: Mechanical License No: Company: Company: Company: Expiration ate: Expiration Date: Expiration Date: Approval: -7 (0~;5-2, Approval: Approval: (I) 11us pemit was issued in accordance with tlie provisions se[ folth in your application aud is subject m the laws of the State of Coloado and ro the Zoning Regulafions avd Building Codes of Wheat Ridge, Colomdo or auy ot6v applicable ordinances of the City. (2) 17tis pemiit shall expire if (A) flie work authorized is no[ commenced witlun sixty (60) days &om issue dzte or (B) the bnildiug antlionzed is snspended or abandoved for a peaod of 120 days. (3) If tlils pemit expires, a new pemit may be acquired for a fee oFone-hz(f tlie amowt nomally required, provided no chan@es have 6een or will be maAe in iheorigina(plansand.specificafionsandanysuspensionorabandonmwthasmtexceededone(1)year. ifchangeshaveFeenorifsuspereinnnrnhanAonment czceeds one (1) year, full fees shall be paid for a new permit. (4) No work of avy manner ahall be doue ihat will change tlie vaNral flow of water causing a drainage pmblem. (5) ConlracrorshalinotifytheBuildingTnspectortwenty-Foiv(24)honcsinadvanceforallinspecfionsandshallreceivewrittenapprovaloninspeccioncardbefore proceedingwiLi successive phues ofthejab. (6) Tlie issuance of a pemit or t6e approval of dravrings and specifications shall not be construed ro be a pemit foq wr an approval of, any violanon of the provisions of tlie bvilding codes or any oNer ordinance, law, mie or mgulatiov. Chief Building Inspector ZANE • viNVL curs • LIGHTED SIGNS SALES DOVER • NEW & USED SIGNS REP. •ELECTRICALMAINTENANCE UTE R ITE 5910 INGAIIS UNIT R SIGnS. IfiC• ARVADR. CO. 80003 PHONE 940-7118 fFlX 940-9193 -Over 25 Years Experience- NATIONAL SIGN (303) 934-5278 Gene A. Motta P.O. Box 281133 • Lakewood, CO 80228-6133 11'-0" 2 A5.1 ° r--°----,. _ N Q ~ I ~ 0 p ~ ~ 0 0 SIGN BOX ~ i ( N D ~ o 0 o a D~~dC~ ~M p~IQ~~1 QC~~ k , ~ I~'- " ~-I~ ~ ELECTRONIC READER ~ ~ BOARD " {I ~ ~ I 1 - - - ~ _ - ~ II _ 0 ~ ~ N O O GL_~~ d II ~ ~ , U 2 ~p ~j ~ ~1J~ _ ~~ISI1V l5`",} ffU~~UlI~ N ~ ° ° d ~ d D~~~1~°~G`aG~~ ~ ~aG~[~l~(~~ u,.i~, - I 2~. -N ~ 2 ~ u TYP TYP 1`- ~ ~ _ - o , ~ 1't1 ~ ; i i ~t - - ~ ~ ~ ~ f, - - o _ ~ N _ , + ~ - - ~ 1 , ~ _ I ~ u ( FACE BRICK ,r l ~r ' W ~ a U ~ ~ - - o - 3~8 SEAI.ANT JOINT J ~ N ~ n'~ ~ CONC SILL (O I ~ I ~ ~1 N FLASH CONT UNDER N ~ SILI OVER MASONRY SEAL ALL pENETRATIONS u I~t Y r- ~ ,-~.W ~ ~D - I ( SOLDIER COURSE ~ a N GRADE SEE I I CIVIL SHEETS ELEV T A ION _ - - - SCALE:1l4"=1'-0" II ~ ~ ~ TUBE STEEL PER ~ ( ( I SIGN MANUFACTURER ~ GC TO COORDINATE II I o I II I ~ ~ f-- I I --I I ~ ~ II I t ~ ll I I ~ u 3 ~ L h.e~.¢.x,~, _ _ _ _ _ ZQ1 _ ~ 200WILMOTROAD DEERF16.0I1 847-940-2500 BOO1S4~18 . . ~ 1 M M T EN I N E VA E TI N ~ , „ 2 M NM ENT IN _ N E TI ~ /2 - ~ -o ~ 2" _ ,'-o" / .1 : P.~r _ Lf- ~ ' ~ ~t r r I X°- - 1! `ls' 1 GENERAL ~ STRI I 1, INTERNAL C.W.H,O. FLUORESCENT ILLUMINATION. 2. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY FACI f~ THE SIGN CONTRACTOR PRIOR' TO 51GN FABRICATION, I ~i ~ 3. SIGN CONTRACTOR SHALL BE i~ESPONSIBLE FOR SIGNS' COMPLIANCE ~ TO ALL APPLICABLE CODES AClD ORDINANCE. 4. SIGN CONTRACTOR SHALL 08TAIN AlL P ERMITS NECESSARY TO d_ INSTA~L THE SIGN. ~ !~I!\!.~ /~l1\ITR~/~Trve~ ~ l~~ _ ~lv1v ~v~vinHUJUrt ~hALL hUxNiSH (1) fW0 SE(S OF SHOP • ~ ~ ~ ~ ~ v ui- "vvu r.3.1. DRAWING TITLE DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. N. 7} REINFORCEMEN7 STEEL TO BE ASTM A-615 GR 60. MpNUMENT SIGN DETAILS 6. ALL SIGNS TO BE FABRICATED ACORDI NG TO THE UNDERWRITERS 8) ALLOWABLE SOIL PRESSURE 2500 P.S.F, 6 LED READERBOARD PANEL: 9) SIGN AND FOUNDATION MUST CONFORM TO LOCAL DATE: STORE NO.: DRAWING N0. LABORATORIES SPECIFICA710NS AND TO BEAR UL LABELS. TWO SINGLE-FACED DlSPLAYS, CONSTRUCTED BUILDING CODES, WIND AND SOIL REQUIREMENTS. 1-14-02 06883 FROM N4MINAL SIZED STANDARD TILES WITH 7. PROVIDE DiSCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACN CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. I REQ PIXELS TO PROVIDE THREE LINES QF DRAWN BY: COMM NO.: ELECTRONIC COPY. PTL 2218.009.001 A5ml CHECKED BY: RELEASED TO CONSTRUCTION MAH, JAR WHEq ~ o APPL/CAT/ON FOR M/NOR DUMP/NG/LA7VDF/LL PERM/T " m~ c~L ORP00 APPLICANTS NAME: APPLICANT'S ADDRESS: cJ-D Uo u 74;4 S1,X74~i S ADDRESS OF FILL: 67Z7C .7~~ No 1!~ DATE OF APPLICATION: .7 2 o2o 0~`-- All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or otiher applicable City adopted Resolutions or Ordinances. Note: A// pub/ic improvements, when construcfed, shal! be maintained (by the iespecfive individua/(s) and/or company responsib/e for the construction of that pub/ic and/or priva.te improvemenf in fhe iespective deve%pment) on a dai/y basis, ar as needed, such fhat they are free of mud and other construction' debris fracking from the sife. Fai/ure to cnmply with fhis requirement wi// resu/t in the enforcement of Aitic% Specified Nuisances, Section 95-21 (3) af the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50. Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) verticai slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainsgeway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. Ali applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. . Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. FilesonEngiaentTormTillPe:mit.wpd 1 Rev. 03/00 3. 501-20,000. Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but doe's not exceed 20,000 oubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application torm: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an establi'shed irrtigetion ditch,' a letter of approval from the appro priate ditch company shall be required). . < 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are compleYe. 6. Erosion control plan. 7. Grading plan with exisYing (dashed lines) and proposed (solid lines) ground contours with contour intervafs of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall haye been completed in accordance with the approved plans. Rehabilitation shall consist ofi leveling, grading, landscaping or any combination thereof to minimize potential erosion and be'acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris sha0 have the same meaning as the_ terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files on Engine¢tTormTIl1 Pexmit.wpd 2 . Rev. 03/00 C. Excauation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side siopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1090 cubic yards ( oo G. for the first 100 cy ~PP2 'Q7~-~~ _ t5(,. ~1fT plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over $10.00 $15.00 $15.00 f $5.00 S -e, 25/, p-y $60.00 $4.45 ' $100.00 TOTAL $ *Wheat Ridge Code of Laws Section 5-76. a All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. 1 HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. i SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: qITY/ OF WHEATFtiDGE: q__i~~~~//!~/~/~ pplicant's Signature City 2 Owner's Signature (if different than above) App~oval D te Files on Engiaent\Form\Fill Permitwpd . 3 Rev. 03/00 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at !3700 4..)- 3 z- ~ ALe"- I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Z//I 16z~ Inspector for--Butftling Dept. DO NOT REMOVE Tb91S TAG FOFiM WR6-22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice ; Job Located at J r6l' Pri ~ P have this day inspected this structure and these premises and have found the foilowing violations of City and/or State laws gov- efping same: > o~AI /`U~G ~/l✓% ln~'~ I.cIF>J!C ~f/2/ JC "/r7' J P aiIi & - G You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date FORM WR6-22 DO NOT REMOVE THIS TAG 7500 West 29th Avenue The City of Wheat Ridge, Colorado sozis Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 February 25, 2002 Mr. David Addor, P.E. Engineering Service Company 1300 South Potomac Street, Suite 126 Aurora, Colorado 80012 Re: Walgreens, 2700 W. 32°d Avenue, Wheat Ridge, Colorado - Approval of Final or , Street Construction Drawings and Grading/Erosion Control Plan Dear Mr. Addor, This letter is to inform you that the final drainage report, street construction plans, and the grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed then approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shali be placed in conformance with the approved drainage/erosion control plan and sha11 be maintained as needed during the course of construction. 3. Al1 drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the drainage improvements the engineer, Mr. Davis Addor, P.E. shall provide to the City of Wheat Ridge a letter of certi£ication stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on W. 32°d Avenue and Yougfield Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining W. 32nd Avenue and Yougfield Street on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. 6. It will be the respbnsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for subgrade compaction and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Greg Knudson, City Engineer Alan White, Director of Planning & Development Steve Nguyen, Traffic Engineer Darin Morgan, Chief Building Official Travis Crane, Planner Dave Brossman, City Surveyor Dave Mentor, Traffic Planner Tom Bendel, Eng. Tech II Chuck Braden, Eng. Tech. I File (3) 12700W32nd approvaLltr ~mik, Ciry of Wheat Ridge M E M O R A 1I D ~I M Department of Public Works TO: Mike Garcia, Development Review Engineer FROM: Steve Nguyen, Traffic Engineer DATE: Tuesday, January 29, 2002 SUBJECT: Walgreens Development, 32nd Avenue Referral dated October 31, 2001 ~ ~TpO 37~- U'' / ~(pv Street Ryan Yee of Engineering Service Company contacted me to follow up on the street light requirement for the above development. He brought to my attention that, according to Excel Energy, the Walgreens frontage on 32"a Avenue would not be adequate for additional street light installation due to the spacing ofexisting ones. I have verified this in the field and concur with Excel Engery's findings. Therefore, the requirement for the street light as indicated in the previous review comments will be dropped. Based on the current street light spacing, the additional street light placement may be feasible on the future lot 2 frontage. Thus, the Department of Public Works will re- evaluate the placement of additional street light(s) on 32nd Avenue when the future lot 2( corner lot) develops. cc: Greg Knudson, City Engineer Dave Brossman, City Surveyor Dave Mentor, Traffic Planner Alan White, Director of Planning and Development Travis Crane, Planner Darin Morgan, Chief Building Official %►W771 WHEAT RIDGE \L`1 FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Boz 507 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 I January 29; 2002 ~ I ~ i n~ To: Darin Morgan ~ Chief Building Administrator City of Wheat Ridge Wheat Ridge, Co: ~ 80033 Subject: Approval of Building Plans for Walgreens new store number 06883 located at 32° arid I'QUngtield;Wheat3tidge, Co., 80033 Deaz Darin, After a review of the building plans for the new Walgreens loeated at 32 and Youngfield I , am submitting the following comments and requirements for this particular project. , Consolidated Water District and the engineering firm haue revised the water lines shown on the plans. There will be two hydrants on the property located off of 32 Ave. at the entrance/exits for the property. The fire line for the fire sprinkler system and the domestic water will come off of Youngfield to the west of the property and will not be connected with the hydrants located off of 32 Ave. There are Z sepazate water zones at this location that cannot be ' connecfed together. Complete plans need to be submitted and approved prior to installation of the fire sprinkler system and the fire alarin detection system. The fire sprinkler system has been verbally relocated from the location shown on the plans to the southwest corner bf the building by the ' electrical room: Barrier type Ballazd's or piping-needs to be placed azound the system to prevent i storage from blocking access to the sysiem. Emergency lightmg needs to be revised and 'mstalled ttuough out the facility to provide , emergency egress for employees and patrons. ' Issues and or items not addressed at this time will be addressed as need arises., If there are any questions,conceming this project, I can be contacted at 303-403-5902; or Pager number 303-687-7336. Thank you for your help and consideration regarding this matter: , , . Respectfully; Daue.Roberts F.M., W.R.F.P.D. ~ 7500 West 29"' Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 1 > Building: Phone # (303) 235-2855 ~ Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 D DATE Z " UZ Name: Organization: Fax: Phone: From: Division: Subject: # of Pages: Comments: -Z/ G Planning ❑ Building/d Engineering ❑ (Including cover page) Z7 ~ ~O Original to follow in the mail ❑ Yes VNO I4P C3wlecJet PeYsoaal Piinter/Fax/Copier Fas Log Report for DEVREVFAX 303 235 2857 Feb-12-02 08:41 AM Identification Result Paees TyRg Date Time Dura[ion Diaen ostic 916123130136-121 OK 03 Sent Feb-12 08:39A 00:01:43 002586030022 J.AO The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275-6713 (303) 234-5900 ~h e at City Admin. Faz # 234-5924 Police Dept. Fax # 235-2949 GRid 25 January 2002 ge Ryan Yee, Engineering Service Company 1300 S. Potomac Street suite 126 Aurora, Colorado 80012 RE: Walgreeens at Maple Grove Ryan: I have completed the review of the Walgreens located at 12700 W. 32"d Avenue, and I have the following comments. Most of the comments are minor in nature, and should be easily corrected. General: A. Please include a site data table which includes the total site area, total building azea, total G.L.F.A., total landscaped area and total paved area. These figures should be in square feet. B. The plans must include a stamp and signature by a licensed P.E. (where applicable). 2. Landscaping: A. Please include a landscaping data table which includes the total landscaped area, including the total living and non-living landscaped area. Keep in mind that the maximum allowable area for non-living landscaping is twenty percent (20%) of the required landscaped area. Given a site of 75,117 square feet, your maximum allowable non-living landscaping is 2,940 square feet. B. Pursuant to Section 26-503(F)(1), all deciduous, evergreen or ornamental trees must be a minimum of two inches (2") in caliper. The plans detail the Spring Snow Crab species at 1.5 inches. C. Pursuant to Section 26-502(F)(1), all river rock must be a minimum of one- to two- inches in size. Note number 5 on page LI details the washed river rock at one-half to three-quarter inch. 3. Exterior Lighting: A. Please detail the height of the free-standing exterior lighting. Be aware that the maximum allowable height for a free-standing exterior light is eighteen feet (18'). B. The W-1 Flood lights with louvers must be removed from the free-standing light structures. Pursuant to Section 26-503(C)(1), all light fixtures must be downcast, and the source of illumination must not be visible from adjacent properties or right-of-way. C. The exterior wall lighting on the east side of the building must be removed. On December 20, 2001, the City Council approved the Final Development Plan with a few conditions. One of these conditions was that no exterior lighting, with the exception of 0 flECYCLED PAPER The City ot 7500 WEST 29TH AVENUE ~heat WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admin. Faz # 234-5924 Police Dept. Faz # 235-2949 GRidg^ c D. E. recessed lighting under the drive-thru canopy, shall be allowed on the east side of 1 building. Page E01A details three (3) exterior wall mounted lights on the east side of the building, while page A2.1 details only two (2) on the east side. The wall mounted lighting may not exceed twelve feet (12') in height. The free-standing light in the southeast corner of the parking lot must be removed. This light will cause excessive glare and spillover for the adjacent neighborhood to the east. Fencing: A. The proposed fencing on the eastern property line must be labeled on the plan set. The fence may be a maximum of six feet (6') in height, except in the thirty foot front yard setback, and in the required sight distance triangle. Fencing in the front yard setback not in the sight distance triangle may be a maximum of forty-two inches (42") high. Fencing in the sight distance triangle may be a maximum of thirty-six inches (36") high. The sight distance triangle is measured from the intersecting point of the property line and the eastern edge of the eastem-most drive cut along W. 32"d Avenue. The triangle will extend fifteen feet (15') to the south along the eastern edge of the drive cut and fifty-five feet (55') to the east along W. 32"d Avenue. Please make all required corrections prior to the next submittal. Be aware that comments made by either the Public Works or Building Departments may impact my comments. If you have any questions, feel free to give me a call. I can be reached at 303.235.2849. Thank You, Travis R. Crane, Planner RECYCLED PAPER ` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14545 BUILDING INSPECTION LINE - 303-234-5933 Date : 9/25/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address Contractor License No. Walgreens 12700 W. 32nd Ave 20375 Company : Lineman Electric Phone: Phone: 763-9353 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 co ' nc~e wl.t➢ the Wheat P Building Code (U.B.C.) and all other applicable~,N#fe"~t Rid na o wor er this ermit. (OWNER)(CONTR4CTOR) SIGNE6-zk!/<// DATEL-~:! Description : Fire alarm alterations Construction Value : $3,200.00 Permit Fee : $9725 Plan Review Fee : $0.00 Use Tax : $38.40 Total: $135.65 Use: Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (t) This permit was issued in accordance with the provisions set forih in yopur application and is subject [o [he laws of the State of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge, Colorado or any o[her applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) tlays fmm issue date or (B) the building authorizetl is suspentled or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amoun[ normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment ezceeds one (7) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will chan9e the natural Flow of water causing a drainage problem. (5) Contrdctor shall notify the Buildin9 Inspeciortwenty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permii orthe approval of drawings and specifralions shail not be construed to be a permitfor, nor an approval of, any violation of the provisions of the building cotles or any other ordinance, law, rule or regulation. . Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BDII.DING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENTIE VPHEAT RIDGE, CO 80215 - (303-235-2555) ~~LWATION Bnilding Pemit Number: Date: A5 (0 Propertp Owner: W v I Propercy naares5: 1;27 a a w. 3 a„d ff'v? • Phone : contractor License xo.: 3R6 a C ComPaliY: L.~nBvta.e G,l~c~incc _ Phone: 763-9 '3 J- -5 OWNFR/CONTRACTOR SICdCATORE OF UiVDffi25TAPIDINGluNID AGREB[vffiVT I heacby certify that tlu sefback disfaaces p[oposed bytlila pemit applicatioa ara acnuato, aad do not violate app]icabla ordinances, tnles or regolations ofthe City of Wfieat Ridge or covanaaf% easemeNS ot zeshicfioas of recard; thatall mrom,..me.rta shown, aaa auegations made ace eczurafq rLat I Lave read eae agae to abide by all conddions printed oatlus applicalions end thet I assume full rasponsihilA.y far compliaace with fLa Wheaf Ridga Buildiag Code (CTB.C) md all other applicable Wheat Ridge Ordinaaces, for wo et ~peaik (OWNQtxCONIItACfOR):9IQfffiJ DATS ~ Description: ~ t~ 2 ( 4>'.~-r ~4 f l a vl \ " Construction Value: 3~QQQ"- Permit Fee: Plan Review Fee: TiaP Tar; TOt31: BUII.DINGDEPARTMENT USE ONLY SIC: Sq.Ft.: Approval: Zoning: . Approval: z ~ ' Appioval: Occupancg: Walis: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company. Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approvai: Appiopal: (1) 1Lis pemi[ wes issued ia accordanea with the provisions set forth in yoe applieatio¢ md is subjxt W tlv ]aws of the State of Colaado md to the Zoniug RegulatimsmdBtritd'mgCadeofWLeatRidge,Colo[adosanyotherapplieableord'ma¢cesofSheCity. ' (2) 11ils pemit shall expue if (A) the wolk avtl»dmd is mt commeoced witUm sicty(60) days frizatixme dete u(B) Uu bwldiog avthauzedis supmded er ebnodonedfo[ apeuod of 120 days. (3) - Ifttispamitmcpues,auwpenciLmaybeacquicedforafeaofone-LalftLeamowrtnminalLyrcquiredprovidedneeLenhavebw¢orwillbemadei¢ the arighialplaos md sperifiwtions and a¢y m5pencionor abandonmenthas not arceeded one (1) Yeaz. If chm6w5ave bern arifsasp~on ma6andonment ameedsoae(I)yeafiillfeesshallbepeidforamwpezmit . (4) Nawadcofanymaen¢she116edamethatwillchmgnthenenaalflowofwat¢caosvgadrainageF¢oblain. (5) ConkactorahaLLnotifijtLeBuild'mglnspectoztwmty-frnrz(24)hauismadvffieeforalliospectiansmdshallmceivewrittenappmvaioaivspectioncatdbefote pmceed'pAg widisux¢ssivephazu oftlujo6. (6) Tne iwumee of a pemi! ar the app[ovai of dcawings md specifieatiovs slult.not be washued W be a pemit fw. nor an apprwal o{ a¢yviolationofthe pcwivons of the 6uilding eodns or azry otluratd'mancq ]aw, aule asegulatioa CIrief Building Inspector ~ r ~ ~ , ~ - - ~ _ _ __T . , ! , - - - u rr d , ' ~ ~ ~ !a ~i ~ a.~s ~ ~ •...1 J v ~ I "I ~ ' • ~ ~ ~e ~ ~ ~ ~ ~ ~ 1 v - ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ "V ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ : L ~ ~ ~ ~ ~ ~ • ~w ~ ■ ~ ~ 9 "1 ~ ~ ~ ~ ~ ~ ~ J ~ ~ ~ ~i ~ e ~ ~ ~ ~ . ~ ~ . ~ ~829 N. ~R~aD~V~Yt UN1T D ~ ~ENVER, C~L~RAfl~ ~022 ~ ~ T~L. 3~~ 9~~~ 1~ 1~4 FAX 3~3 t ~ I ~ ~ ~ ' ~ i _ . t. ~'~~E ~E~~:~i~"~C3h1 ~~Ci E.t~. F,~4 ~ai4.~EL QaartitiFS Current ~ 2o vo~ts F~CF ~PS , ~ , ! _ . _ _r. . Faint ~;o Pr~!n~ Vol~tag~ ~ SEondb Alorm ,a tlb Alarm Standb Aln~ m ~ S~"~~g~ ~~~~~~T 5FS FACP C~talo Am s - Am s Total Am s lotal Am s Total Am s Totai Am s ~IAC 2 STROBE CIRCUIT _ ~ co~troi ~tod~i~ o.000.3o O,DC030 0.00030 0.0003o Circuit Device Aiarm Cumula i 0,00006 0.00600 t ve F NA~ 3 N~RN GIRCUIT 5 DHiOMCDGP-120V O.bOfl60 ; Q.00000 0.(~000 G.00600 O.On006 0.0 I 000o D T~ Current Am s Le NAC 4 ~PS INPUT CIRCUIT ~ 5 sr ~ oaoooo ~ a.aoaaa o.ooaoa ~.ooaoa o.ooooo o.ooaoo NAC 5 F~~RN STRt~BE CIRCUIT EXT ~ ~s o00000 , aooooo o.aoooa o.noooo o,oooaa o.ooooo - Circui`t Saurce = BPS-NAC1 ~~~~=~aK o.aooao 0.0023~ o,aoaoo o.ooa~5 o.aoooo o.ooooo ~ ~a~~-~~K o00000 o.ooo5s o.aoooo ~ o.oai~z o.auoao o.ooooo ~~C1-1 STRB-15 Q.0830 L4fi38 1 757-5A-T O.OOOC10 _0.12300 O.D~0~0 0.00t100 0.00000 0.123D6 NAC1~-2 STRB-15 0.0830 1.3808 CLASS STYLE ~5~=a.a-t o.aacoo oza~oo oo~ooa ooaoa~ ~.aoooo ~.ao5oo NACi-3 T~- S RB 15 0,0830 1.2976 CLASS STY~E D~SCRIPTION ~p 202y5A-T O.~QOQO Gt7830~ o.ooooo a.aoooo 000000 0.830GD ~A~~_4 STRB-~5 1 ?02 3A T O.OOQ00 Q.iQ7~6 O.OQOUO O.OOODO O.OG000 0.1074D ~•QS30 1.2148 B Z HORN STROBE`; 4 2a2-gA-r o00000 -a2a~oo o.ooooo o.ooooa o.oaooo o. NAC1-5 STRB-110 ~.2~t0 i.1318 ~ STROBES - 96400 S y ~~;Q~~~;~~~E ~~~~~_~~j~~~~ i epss _ oaoooo ~ ocosoa oooooa o.~osoa o.ooooa o.ooaoo NACi-6 STRB-110 ~.2410 D.8906 - ~ LKC-~ o00000 ~.~oaoo o.ooooa o.aoaoa o.ooooa o.ooaoo NAC1-7 STRB-110 0.2410 ~ a.sasa t Reia Module 0.00030 0.00030 0.00030 0.00030 0.~0000 0,~0000 NAC1- - - a~ z _ ' ~-~S9~d~ 0.30000 ~ 4,31400 0.300Q0 0.314~0 0.00000 p,p ~ STRB 15 0.0830 , J~8 o0D0 yq~a_g STRB-11Q G,241U ~.3258 ! 1 ft~LCD40 ~ O.tQ5D0 i 0.123~0 0,1i~5D0 0,12300 ~!).OOU60 O.Q0000 ~-~~~z~z ~.aoo3o o.aaa~o aooo9o a.oooso 000000 0.0000o NACi-10 STRE~-~i5 C.0830 0,0848 ~ 1~~na ~.oooao ~ aoos5o a.oo2io ~.aa55o o.ooooo o.ooooo NAG1-11 EOLR 0.0019 0,0018 24 fl-S~350 0.00030 0.00005 D.OD720 O.OQ108 O.G0000 0.00000 ~ Resistance = 5, 2 FL-MMF301 p,p0030 OA003a 0.00060 O.OOQ66 O.OOOOQ 4.00000 1 Tam er 5witch 0.00000 ~.00000 0.00000 O.o0a00 0.0000a O,o0000 Tatal Run Length= 471 1 Water Flow Switch 0,00000 0.00000 O.OQ000 0.00000 0.000~0 O.OOOOQ rflta) Volfa e Dro = 2,z49~ 2 CG-602 0.00000 0.00000 O Dd000 QOOOfiO O.OnDOQ 0.00000 Circuit Source = BPS-NAC2 Voltage ~?rop cal~ulgtions require; alarm Totai Amps 0.4164 0,4915 0.0000 3.4290 current ia be less than AmpHrs x.7 fnr NAC2-1 STRB-1l0 02410 1.487$ 1 standby ~~urrer~k lass than Amphrs M.Q36 Current Limits ~.64$000 12.60000D 0,004QOp 3.800a~0 NA~2-2 STRB-l lp 0.24~d 1.246a ~ OR NAC2-3 STRBA110 0.2410 1.0058 i alorm current to be less than Amphrs z.BS Hrs coveretl 24~000 Q093 24.000 0.083 N~C2-4 STRB-110 0.2410 ~ O.J648 ; !or stondby current less than Amphrs x.p41 Amp.Nrs 9.9936 0.0415 0.0000 0.2858 NAC2-5 STRB-15 0.0830 0.5238 Undzr fhese con~lifions, battery q NAC2-6 STR9-15 0.4$30 0.44Q8 u volta e wiii alwv s be >?2.6 volts. Derating (?0%) 2.007Q Q0572 Amp Hour Requirement ip,p ~ 3 NAG2-7 STRB-30 O.l 070 0.3578 e Battery Amp Hour Spec ~g,p q ~ NAC2-$ STRB-15 0,0830 0.2508 1 NAC2-9 STRS-15 G.0830 0.1678 q NAC2-10 STRB-15 'J,0830 0.0848 2 NAC2-11 EOLR 0.0018 O,~J018 ' Resistance = 9,4 de Total Run Length= 372 Total Volta e Dro = ~,3064 3Y9NBCJL ~ATAL~°a ~ IJE$C~IPTION Circuit Source = FACP-NAG1 ACP FL-MS5200 198 PNT 24V FIRE ~s~DR CNTRL PNL NAC3-1 HORN 0.0400 0.2026 1 ~p ~L-SD350 ADDRESSABLE PHOTG SMOKE DEiECTOR NAC3-2 MORN 0.0400 ~,1626 3 NAC3-3 HORN 0.0400 ~,1226 11 P ~L-8G12LX ADDRESSABLE MANUFr~ PU~L STN NA - C3 4 NORN 0.0400 0.0826 5~ ~ bVATER FLOW NAC3-5 HORN 0.0400 O.D426 1q ~ TAMP ~ NAC3-6 EOLR ~ ER SWITCH 0.0026 0.0026 ~ Resistance = 15,( MM FL-MMf300 MQNITOR MODULE ~ Tatal Run ~ength= 360 BPS e~ss aoosTER powER su~~~r ~JUTP Tota~ voita e r= l11' D o 0,4943 202-5A-T 15cdW STROBE, RED, TERMINALS Circuit Source = FACP-NAC2 202-3A-T 30cdW STROBE, REC, TERMINALS NAC4-1 BPS 0.0060 0.0086 2q 2D2-8A-T 110cdW, SOcdC STRG:;E, RED, TERMINALS o o ~ Q~ NAC4-2 EOLR 0.0026 0.0026 2 RA FL-LCD40 REM4T ~ i ~ ?s ~ U° ~ a Resistance A 15,G E ANNUNClATG~ 4~ W~ = No a4 $ Ji R~ _ a a< o< m ~>t ~~n ~ FW a~, Tota! Run Length= z44 ~ ADDRESSA6LE RE L AY i d~ p U L E y4 ~ g~ W'` m~ ~m $ Y Q~ < w~ W ao o~ °g J- T o t a l y o l t a e D r o = 0, 0 3 1 5 ~ N hZ h hW MMM FL-MMF301 MINI-MONITOR MODUL_ 3~ >a a~ r-~ o~ w $ ~c ` tNC~°I° iU! qi~ ~y ~V WW W~ Wp (~j~ (~j~ Circuit Source = CC1 2 DH100ACDCP 120VAC DUCT DEfEC'~R (PNOTO) ' ~U ~N "W `x NAC5-1 HOV 110 ~.2810 D.2816 24 P ST-5 5' SAMPLING TUBE NACS-2 EOLR 0.0006 C.0006 2 SMOKEjHEAi DETECIOR ~ ~ ~ Resistonc~ A 15,0 RTS RT5-451 REMOTE TEST/ALARM hIDICATOR ~15 iAANUAL PULL STATIINI ~ Total Run Length= z44 757-5A-T 15cdW, NORN~STROBE, RED T _ ~~Q ~5~_$A-T SPRINKIER WAtER FLOW X ota! Vol~a e Dro - 1,0234 ~ 114cdW, 60cdC HORh°/STROBE, RED ~ ~ ~ ~~p Wp SPRiNNLER TAMPER ~ 757-8A-T 11OcdW, 60cdC NOR~~/~,TROBE, RED ~'''~~~H ~ X HORN=NORN 0~ NORN~STROBE STRB , - - DUCT DETECTQR X X F CC-602 SERIES fi00 200D FX TMP R/R DET ~ END OF LlNE RESISTGK - ADDRESSABLE CONT~CS! MODULE fROUB F i•NA ac FniLURE X X X :4.° ~ ~J CIRCUIY SHORT X X . t`.~ ~iW~a'bq~~4~°~ -e GRCVIT OPEN X ~ X f ~ ~ b ~ 4~~~ ~8R "~'PSq-, f ~ ~ i~+" 3v.~l~74A.4s! AC~ j1.2E3~ P`~ I;~r ~!'DY` EaSfe PibSe dtJ~A' ~L~J'.7 §De~✓ ~ fs NOTE: LOW BATfERY X X X ( ~'4 )~a 91~.~der..~Gc.~'"~Y t. STROBES ARE SYNCHRONIZE6, ~`1Ca+~ J i L1 d.~ ,J`'~" tJ $t rJ , ~r ~ 2. THESE DEVICES ARE NEW UNLESS OTHERWISE SP£;IFIED. ~ ~o ~ ~ WIR WIRE SCHEDULE ~ 3 CONDUIT CHART N0. +X CONDUCTqiS VOUS NIRE SISE YANUfACNRER 014ENSIONS AREA A~~~~ V ~I S~ ~ 1 TVASTFD PFtR 300V /14 AWG ATIAS 218-14-i-iTP .30A O.D. .07N ~1A/IiTCfLDAlO QC11 / Q1 Al~~[ _ -=_:a~ ~ ~ ~ ~ tYASiF➢ SHIEtDED PAIR 300V p6 ANC A1LAS 278-16-I-5iP .228 0.0. .0408 ~,~/`v, S0.1D CONDIICTOR 600V /14 AMG TYPE iHHN .0647 0.~. .003 B~ 2#~ s S~ ~ C = 2 # 14 T1NIS1 ..,F-- ~l~,W~[~~ 1. ATIAS NWE 7YPES SHOMH A804E ARE U.L USTED AND C.SF.Af. APPROYFD (S.f.lA.+718f-0972100). D = 2 # 12 TWISI 2 CDNDUli FlLL SHALL 8f SIZED PER N.EC., q1hP1ER H. PCS. 79-&85, TABLE /1 (SEE ~LOW). 3. ALL N1~NC IS TO BE POYkR UNIIED CLASS 2 ~N ACCORDANC£ NIiH N.E.C. ARiiCIE 76Q ~ 4. FhN AND DAMPER CONTR01. C~iCINT N7RINC MHERE f2i14AC SHALL BE RUN IN SFPARAIE COrOUIT IN ACCORDANCE 'M1H N.EC. J60-29-A2. NOTE: MOUNT CHIME/STROBE 5 4ER11CLE CONDUIT SUPPptiS SHALL 9E PER N.EC, 3~8-12 AT ~OFL MTfRYALS . ACCORDING TO ~OWEST 8. UL IABEWNC 9iALL BE CL£ARLY YARKm ON ALL CA9E ~ a,~" ~Q' DIMENSION. 7. Cp~pUCTORS IN YERIICAL RACEWAYS SHALL BE SUPPOftTED. ONE CABL£ SUPPORT SHALL ~ PRONDE~ AT TOP OF iHE 1~ERTICAL RACEWAY PiUS h SUPPORT FOR EA~f 7WPl. MiERVALS AS SPEqFlm IN N.E.C 3~-19(A). . : ~„R RM CALWUIE THE TOTAL AREA OF TNE 'MRE BONC RUN IN iHE CONDUIT FRWI THE TABLE -f-- ~)l"~~MQ~L f~MdL~ ~Y~a4[I~p~ ~ ~ e~°0~.ow n~n~ff~as r~ioT o'c~m n~E°NroTni ~n ~ ~ r~ ~0~' ~io w~ CONDUiT 511E MA)WNM FlLL ,,z. ,z ~~E ~ a~ A cM 3/4' .21 SCUARE INCH fi .34 SWARE kiCH t-i/4' .60 SUUARE ~lCH 1-1~2' .82 SOUARE INCN z , OL ~IGURES ARE BASED ON 40% CONOUIT FlLL AND ARE TAKEN FROM N.E.C., CHP. 9, TABtE 4. aa~ uuihn v~ei~c ito RADIONNS EWIPMENT IS U.4 APPROVED AND C.S.f.M. t1ST FOR PONER- 15 15 110 110 110 15 13 iS 15 SHALL CONFORM TD N.EUCN. A~CLE 180~PMTC~ ON£R-t1M17E0 FlRE OIE~C'T4E TMms EO L \ \ \ ~ SIGNAI.MG qRW1T5. BPS B ~s ~~o >>o »o 15 15 30 15 IS 710 ~~aC~ pG~O~~C~~~O~l ~ODC~ EOLR , I,_ - NOlE: ALL WORK SHALL CONFORM T~ THE CURRENT EDITIONS Of NATIONAI, wIRE RUNS SHOUID 8E BROKEN (AS SHOwN IN FouOWING ► STATE AND LOCAL CODES, AND OTHER REGULATING AGENCIES WHICH DIAGRAM) AT ALL TERMINAL CONNECTiONS TO PROVIDE PROPER HAVE AUTHORITY OVER ANY PORTIONS OF THE WORK. ALL CONTRACTORS SUPERVISION OF iHE CIRCUITS. 120VAC AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, DEDICATED - MECHANICAL, ELECTRICAL, PLUMBING OR RELATED WORK SHALL COMPLY CIRCUIT WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION. ~ i l ~ app~~~Qo~~ ~OD~~o 1997 U8C UNIFORM BUILDING CODE MAXIMUM 1997 UFC UNIFORM FlRE CODE 3/i6" 1" ~ l ' 1996 NEC NATIONAL ELECTRICAI CODE ~ PREPARE WIRE AS SHONN 1999 NFPA 72 FIRE ALARMI SYSTEMS ~ 9 10 A 8 C CIRCUIT LOADING AND PARAMETERS ~ LOAD VS. OISTANCE 24VDC 120VAC 1 INDICATING APPLIANCES CIRCUIT /3.4 VOLT DROPl ALL INITIAtING, INDICAiiN6 AN6 SI6NAL IJNE (OATA) CIRCUITS, YA1H THE EXCEPTION OF 70 `)4OVDC t 1 VRMS AUDIO C~RCUI15 ARE POWER IIMITED. WHEN INSTA€,LED AS POWER IIMITED W1RMG ACCORDING T~'i` NAT10NAi. EIECTRiC CODE ARTICLE 760, ALL CABIE k1UST CARRY A TYPE 'FPl'] 16 6 17 ~ 1B S r ' LOAD MAXIMUM DISTANCE TO LAST APPLIANCE, IN FEET DESIGNAll10Pl, CqBIES iEISTALLED IN ENVIRONIAENTAL NR PLENU~I SPACES WITHOU7 CONDUIT 1 1 CURRENT ~Z AWG 14 AWG ~6 AWG ~S AWG ~UST CARRY Ii 1YPE "FPLP' OESIGNATION. CABLES INSTALLED IN RISER SHAFiS 1h1iH0UT CONDUIT MU~? CARRY ?HE TYPE "i'PlR" OR 1HE 'FPLP" DESIGNATION. TYPE "FPL" CABLE 6 538 4 250 2 615 MAY BE USEp FOR GENERAL PURPOSE fIRE ALARM USE YNIHOUT CONDUIT, VNiH THE N~ ~ N~ N~ ~ N~ O.~ A ~0,625 , ~ > q(CEP110N RISER OR PLENUM APPLICA110NS. ; , ~ 0.25 A 4,250 2,615 ~,046 Y~RING MUSI ~ INSTALLED PER NATIDNAL ELECIRIC CODE, ARIICLE 76D, AND THE LOCAL ~4 3 0,50 A 2,125 1,308 850 523 Aur~o~in ~av~NC ~uRisoicnoN. Q.]5 A ~,4~6 865 563 346 SHIELDED ~#JNSHIELDED CABLE MAY BE USED AT 1HE OISCRITiON OF THE SYSIEA~ DESIGNER. CARE SHOULD BE EXERCISED WHEN MIXING OATA TRANSA~ISSION, TELEPHONE AND AUDIO 1.0 A ~,~62 654 425 262 CIRCUITS IN tF1E SAME CONDUIT. HIGH LEVEI AUDIO (70 VRI~S) MUST BE RUN IN A ~ SEPARATE C9~IDUIT GENERALLY, SHIEIDiNG IS RECOM~IENDED IN AREAS WFIERE ElEC1RICAL Z.O A 52~ 3Z~ Z~3 ~3~ NOISE MAY C!~llSE tNTERFERENCE I.E. NARE TRAYS, PIENUMS, RETROFITS OR UNDERGROUN6 W 3.0 A 344 2~ 2 q 38 iNSrnu.anaus, INITIATING ZONE WHEN SHIELQED WIRE IS USED, SHIELDS SHOULD BE iIED TOGETHER IN JUNCTiDN BOXES, 3.5 A 3O3 ~ H6 ~ Z~ ~5 AND INSULAIED FROM BUILDING GRROUND. SHIELDS SHOUL~ 8E GRWNDEO ONLY AT iHE FROM FACP CONTROL PAtdEL 4 ° 4 iA A A ~ 4 4 ~ ~ 3 . i.. ~ 1 2 1 ~ : Hs• ' w. , f 00 •r' ~ . ~^'s r~r~ o °~c-+~ FA2Q0 A oo ~ 1 ~ 2 3 ' "~-s 2 3 , 3 Z 3 . , " SECTION A-A SECTION A-A " 1. Wd m~tlY' TM I a 4 M M raGO gpwm ~aWmrE/YW rai awmWy rMl 0~ I. Flaa a Yld Rf~~IY' Yln ht/2 h. NNa NdilMl9h1 x nartd wlqht tOQ-150 K~ , f ca+~huehd al IM maWWc aM F tM mmnn c~Md in iM vdlMid U]W ud WOD cmrn4 Wdl mq' da M con~Wetk m any UL ~YouXNd Camnh 9rckM. Ya Aon SrW Wd a Partltlan M~grn n 1M IR M NWkmq DMC6ry ek rM hduM tla ot Itroiqi W~W p 6 h. 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O 0 F R P PEN AT N I= NO SCALE REMOTE BOOSTER POWER SUPPLY W Q W Models : BPS6 - BPS10 ~ ~ ~ r=4 co cn 0 _ ~ J i~ ~ I ~ i ~ WALGREENS - STCJR a E # 06883 r YOUNGFIELD A~ID 2ND 3 ~m~ ~ a ~~o 8 WHEAT RIDGE ~OLORADO ~ , e a ~ m, ~ a ~ o~-~ g~ ~v o l0B LEGEND ----.w.- _ 8'~' ~ - MAP LOCATlON MAP ; ~o+ I i ;ac FIRE ALARM CONT~aL PANEL 9~~. ~ ~ ~ RA REMOTE ANNUNCIATOR i ; BPS BOOSTER POWER ~UPPLY 9~-a ~ 0~ , po MANUAL PU~L STA~`►0N ; ~p ~ I p~ HEAT DETECTOR vz ° ' 9'-0' I OP AREA SMOKE DET~CTOR 0~ ' i ~ i ~P SMOKE DETECTOR IN DUCT ~ ~ ~ wrM WATER TAMPER FLOW MONITOR ~ / ~ g SPRINKLER FLOW ~ENSOR m, ~ i ~ SPRINKLER TAMPEF~ SENSOR ~ 9'-0' I ~v ~P j ~ ~ I ~ ~ i ioi ~ I i ~ ! i i i ► i W j i ALN N i I ~ I I I YOU ARE HERE! ~ N ~A 0, i i ► ~ i ~ i i ~u i ~ 1 i P j I 1 ~r ~ i ~P I 1 i ~P \ ua m, ~ 9'-0' ~ ~ 68Y9 N. BRDADWAY, UNIT D DENVER, COGGRV00 80221 ~~c,,~ e ~ 1EL (303) 987-1414 FAX 303 980-0813 m. b. ` ~ ( ) 04 ~ iao 0' . ~ ~ 'e e-o ~ ~ ~ / ~ EDWARDS SYSTEMS TECHNOLOGY D ~ , , , , , a 1 I ~ { i I ~ 1 ~ ~ ~ ~ ~ , V O cm Waw ~ ~ ~a DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13504 BUILDING INSPECTION DIVISION - 235-2855 : CITY OF WHEAT RIDGE Date 2/28/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: NET LEASE DEVELOPMENT LLC Property Address : 12700 W 32ND AVE Phone : 612-313-2500 Contractor License No. : 21204 Company : R & O Construction 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 w h the,Wheat Ridge Building Code (U.B.C.) and all other applicabl~Vheat ~Zidge ordinance;,/r uy6rk under this permit. (OWNER)(CONTRACTOR) SIGNED ilip~'~% ~ DATE )L--1. /J y 1_1 Description : WALGREENS/ NEW COMMERCIAL Construction Value : $1,100,000.00 Permit Fee : $5,973.75 Plan Review Fee : $3,882.94 Use Tax : $16,500.00 Total: $26,356.69 Use: BUILDING DEPARTMENT USE ONLY OK 28 FEB 02 Phone : 801-627-1403 SIC : Sq. Ft. : 2/4/02 Approval : MJG Occupancy : Walls Electrical License No : 20375 Company : Lineman Electric Expiration Date : 2128103 Approval : OK/KS 2128102. OK PLEASE SEE ATTACHED SHEETS FOR OTHER INTRO Roof: Stories: ResidentialUnits Plumbing License No :18805 Mechanical License No : 17942 Company :Tony V Plumbing & Company : Denver Heating & Air Heating Cond. Expiration Date : 8/31/03 Expiration Date : 9/27/02 Approval : OKIKS Approval : OK/KS Regulations and Buiiding Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is no[ wmmenced within sixly (60) days fmm issue date or (8) the buiiding authorizetl is suspended or abandoned for a period of 720 days (3) If this permit expires, a new permi[ may be acquired for a fee of one-half [he amount normally required, provided no changes have been or will be matle in Ihe original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit . (4) No work of any manner shall be tlone thatwill change the natural flow of water causing a tlreinage pro6lem. (5) Contrac[or shall notiry the Building Inspec[or iwenty-four (24) hours in advance for all inspections and shall receive written approvai on inspection card before proceediing with successive phases of the job. (fi) The issuance of a permit or the appmval of drawings and specifiwtions shall not be mnsVUed to be a permit for, nor an appmval of, any violation of the provisions f the building cotles or any other ordinance, law, mle or regulation. 4 e C f Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ~f W HEqT BUII,DING INSPECTION LTNE - 303-234-5933 - Date: P CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUF, ~ocoano~ WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~~CAI'ION Properry Owner. N E'r G E'r-s E D e^ V E t..~ Pnn EN'i' L L L Property Address: ZI()a- 3~~& Contractor License No.: ,;,-6 y Company:~-~--~ 00 Phone: ~1Z• 3 ~3• ZSOo Phone: OWNER/CONTRACTOA SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thatthe setback distances proposed by t6is pecmit appiicatio¢ aze accurate, end do notviolate applicable ordinances, mles orreguLations of the City of Wheat Ridge or covenants, euements orrestricGons ofcecord; that a(lmeasuremeats shown, and allegatioas made aze accurate; that I have read and agcee to abide by all conditions printed on this applicarion 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 pexmit, (OWNER)(COIVIRACI'OR):SIGNE~~C41-DATE ///6 Q DesCripnon: w a z~ 2E-cN s' ~"MmsmC'\C1.~._ Total:$ ~D7 BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: « - `-1~ Zoning: oft (`~C,b~ BUILDING COMMENTS: ~y , 2'yIQ L Approval: PUBLIC WORKS COMMENTS: Approval: ~ -7-[-Z~~o Z Occupancy: Walls: ,017• 1 ~-F~kC'`i ~mCt Ct71'~CL Roof: Stories: ~ o ~ y `w 2- Electrical License No: Plumbing License No:-~,/ ~d, echanical Lioense N Company: ~ (yLCvY- Company: S 10" tmpany: _T 'X I~- kv0 5 Expirarion Date: • Expiration Date: Expirarion Date: Approval: Approval: Approval: (1) Tlus pecmit wss issued in accordance witli the omvisions set foRh in your application and is snbject to We laws of the State of Colorado aud to the Zoning Regulations md Building Codes of Wheat Ridgq Coloxado or any otlur applicable ordi¢a¢ces of the City. - - (2) 17tis peimit shall exp'se iF(A) fhe work authorized is not commenced witLin sinty (60) days from issue date or (H) the buildiug autliodzed is suspended or abaudoned for a period of 120 days. . (3) Ifthispr.miitexpues,anewpeimitmayheacqu'vedforafeeofoue-halftheamomtnornallyxequ'ved,providednochangeshavebeenorwill bemadeiu . the originalplans a¢dspecifications and any suspeusion or a6andonmenthas notexceeded one (1)yeaz. Sfchanges have been or if suspension or abandonment exceeds one (I) yeaz, full fees shaR be paid for a new permiG (4) No work of any manner shall be done tltat will change the natural flow ofwater cavsing a drainage problem. . (5) Contrac[orsliallnotifyfheBuildiuglnspectortwenTy-four(24)hoursinadvanceforallinspectioasandshallreceivewritten '1 £.X~S j ~N5 proceeding with successive phaza af thajob. , oC (6) ihe i ce of a pe~it or the approval of drnv~ngs md speciGcaROns shall not he coashued to te ape~it for, nor a~ pro sion of fhe building codes or mmy other ocdiuance, law, rvle or regulation. e~ 60 VL) 3 7~ f}VC Chief Bu' ' g Inspector 12s 1 5'o-y0 UN~de,U41 I Construction Value:$ 11 Ioorooa Permit Fee:$ Plan Review Fee:$-'Ycs 3S • 9f UseTax:$ /~,b'ao PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 1 02 Applicant '[g:` ~AfusCf'L~G~~oN~ L4 G Phone 33Q~ -t ma Location of Construction ~46 6001-,e¢ o- 32"= Purpose of Consfruction (\t,a Building Permit Value ~ Single Family Commetcial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 (for document processing) Single Family Residential Review Fee: $50.00 (for review of applicable technical.documents ) Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 For review of technical documents for construction in right-of-way, final drainage report and erosion control plan $500.00 Suqdivision Improvement Agreement Fee: $125.00 (for document processing and recording) Development Covenant Fee; $125.00 (for document processing and recording) GDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I applica4ion = $150.00 Class 1 PublicationlPubiic Notice = N/R Class il application = $250.00 Class 11 PublicationlPublic Notice = $90.00 TOTAL REVIEW FEES: (due at time of buiiding permit issuance) ea $ s $ ~o $ $ _1 Zs• CDC, $ $ ~o - $ ~o- I n _ $ IC, ^ ~ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDIT(ONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. - Signature of Applicant Date Files on Enginent/Forms/Review Fees-Building Permit Ap Rev 04/07 o~ W~r DEPARTMENT OF PUBLIC WORKS BUILD/NG PERMIT APPL/CATION REVIEW Date: Z ' , z- c~L~RP°o Location: 127o0 Attention: Building Department I have reviewed the attached materials submitted in application for approval of a at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed ~J' b. Drainage plan not needed C. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and aze: / OK Not OK; refer to stipulations. 3. ✓ NPDES Permit Required: _ Yes ~ No 4. ✓ Public Improvements: a. street paving needed: ✓ Yes No b. curb and gutter needed: ✓ Yes No c. sidewalk needed: ✓ Yes No d. street lights needed: Yes ~ No e. storm sewer needed: Yes ,i No £ letter of credit required: ~ Yes No If a letter of credit is requued, for what unprovements? -Zr-a 4{€elc~ Z 9e 0 if s' l _l~wa.w oF 9 47_ F3-7 . So L, E, Q i.J . ♦Pai ~^.c- 5. 6. ~ 7. ~ 8: ✓ 9. r 10. ✓ Subdivision Agreement required: Development Covenant required: If Yes, for Traffic impact analysis and report required: State Highway Acoess Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? t,) 5rSgg &~p : Foz S~ All existing dedicated roadways/alleys meet the standard If no, which do not and what is requested: i,-~ 3 o-r-u ✓ Yes No Yes ✓ No Yes No _ zes 1 L i/ APPROVAL: 'The Public Works Denartment has reviewed this request an_d herPhy g;ves itq approval, subject to the above and/or attached stipulations. Sign tur ichael Gazcia Date 12. _ NO APPROVAL: ThePublic Works Department has reviewed this request and does not giye its approval for the reasons stated: Signature Michael Garcia 13. ` Stipulations attached: 14. ✓ Summary Comments: IRCo Date Yes ✓ No ' Z]6-aa6 F % o %KE ,Ewj r.o,✓ .s To aE RErss oe 72;1 c-n, 1356,.aMG vz To c, p. JssvFrNCE ~ Yes No Yes ~ No T5 AS A Files on EnginenAForms\Bldp=xnt3.frm Rev nS/!10 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 - LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED Z oz ADDRESS ~Z7oo kJ. 37si.o..LLr Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condi:ion(s) of the public improvements at this address. If you have any questions, piease contact me at 303-235-2868. Sincerely, a%r~~ela-~ Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05/00 'APPL/CAT/ON FOR M/NOR DUMP/NG/LA7VDF/LL PERM/T APPLICANTS NAME: L19-PI l1' G F wHeq r 0 a h p ~ U m 0 c~L OR A00 APPLICANT'S ADDRESS: c6-(D Uo v74A S/,-f( S7'~- MeCJ /siv .S-St/ad . (indude City, State, Zip) . ' - ADDRESS OF FILL: SCC DATE OF APPLICATION: 2-- All permits shall be applied for through the Public Works Department. An approved permit is effective for. a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. . Nofe: All pub/ic improvements, when constructed, shal/be maintained (by the respective individual(s) and/oi company responsib/e for the construction of fhat pub/ic and/or priva.te improvement in the respective deve%pment) on a dai/y basis, or as needed, such fhaf they are free of mud and other construction debris tracking from the sife. Failure to comp(y with this requirement wi/l resu/t in the enforcement of Artic% Specified Nuisances, Section 15-29 (B) of the City of Wheat Ridge Code of Laws, MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that ariy fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does 'not obsYruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affiected, a permit shall be required under #he guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be aliowed with a permit approved by the City Engineer. All applications are to be submiited on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways; irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. . Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Eaginent\FormTill Permit.wpd - 1 Rev. 03/00 ' 3.'- 501-20,000.Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following infocmation shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: 1. Location an dimensions of alI property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated, 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrtigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are compleYe. 6. Erosion control plan. 7. Gcading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervais of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. ' 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to ail Minor Excauation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall haye been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City €ngineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the. terms "garbage, trash ot junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no.case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files on EnginentNFonnTill Permit.vrpd 2 . Rev. 03/00 r C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). ' 5. Permit Fees* *Wheat Ridge Code of Laws Section 5-76. TOTAL $10.00 $15.00 $15.00 $ 5.00 $ co ZS/ $60.00 $4.45 $100.00 . f bZ ~ $ All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.13. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. i HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPRpVED. 1 SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KERT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards Gbo G.1.,-V94w for the first 100 cy -PErz t'rJ' C-. pius for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over APPLICANT: qITYJ OF WHEAT ~~/vC pplicant's Signature City 2 //7 /°2 Owner's Signature (if different than above) App(oval D te Files on EngiaentTocm\Fill Pecmit.wpd 3 Rev. 03/00 n u IJVVIYJII'1YVIIVIYpLLV . 29J ! q ~~y~,4~ v9 5 4 {w~.es~~h.s "Y.,ba~w.'nv~T~`~y. 3 ~ ~4+e-~.~'e,a3'✓~1 ~T He' S'J ~~Y F ~P~ia'mvc_„5", -"+63~,&`_4~ ~X ~ ~ "z . ,1 ~ ly ~ ~r°` 5, ~.~~'3 x ~ erP ss~ y`,~~. aa~y d~2~' t➢~u ~ ~s. ~~y p ~es N SECUflItt FEATUflES: MICRO PRIMTOP & BOTfOM BOFDEflS COLOPED PATfEflN - AFTIFlCIAL WATEFMNRK ON REVERSE SIDE -MISSING FEFNFE INDICATES A COPY 298O a b~ ~ h d~J ~e?~Tj- Y . ~ ""C i ~ ?!'L ; Yl 4C ✓ `3 Y F £ . } { : 4y S` y },..E' . + xs + 3~ N, k~ $p~ ~ y ~ ~ ~ ~s~' 2£~~ .e '°"`Y°~ ` ~ •6 3 °7 ~~~Y.. . ~ t~~~v ~ ~ - . k~ ~ ,3r~ Z ~ ~ ~ ~ .ef5am n °r ~ ~ ;q ~ y3 n vise e.4~ + : s m.. m .we + a F „ n ....A ~ .e "~'sJ SECOFITY PEFNRES: MICfiO PFINTTOP $ BOTfOM BORDERS COLORED PATfERN - AfiTIFICIPL WRTEFMARK ON PEVERSE SIOE - MISSING FEATUPE INOICNTES A COPY 610 li V IV..I 1 Fili1+ 1 1 V IV , LL{.. -e~ 2981 11800 298 iii' !'09 i005807i: 097054 d2ii• SECUPIN FEATURES: MICFO PPINT TOP & BOTfOM BOROERS GOLOREO PATfEFN FFTIFICIAL WATEflMhRN ON FEVEHSE SIDE -MISSING FEANRE INDICNTES F CAPY _ BTS CONSTRUCTION, LLC 2981 City oF Wheat Riclge, Colorado Biuldiug Divisiou Plan Review Correction Notice Address: 12700 W 32"" Avenue O,tvner: Net Lease Oevelopment Project: New Commercial (14,985 sq ft) llate: January28,2002 6VW Coutractor: Needed Occnpaucy: M Vuhiation: $1,104000 Provide rnof drain size information and proposed elevation to confirm roof drain and scupper requirements are heing met per IIBC 150fi. Restraom / Corridar 105 detail -18 inches will be required on latch side nf restroom doors and interinr door leading to corridor, and 12 inches is required on latch side of the ezterior door to meet accessi6ility requirements, update detail accordingly. All walls and doors of corridor "105" will need to meet one-hour corridor requirements, provide updated dour and wall schedule labeled accordingly. Please provide correction information on an 8-I/2 x II addendum sheet and fax to 303-235-2857 and send originals by mail to our offices at 7500 W 291h Avenue, Wheat Ridge, Colorado 80215. If you have any questions please contact me at 303-235-2853. Thank Yau. Darin Mor CodesAd nistrator , 7500 West 29" Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE I °Z- Name: Organization: Fax: Phone: From: Division: Subject: # of Pages Comments: LLc klZ- -;3g-- .18LID a - / Planning ❑ Building~ Engineering ❑ (Including cover page) Original to follow in the mail ❑ Yes o HP Of£ce7et Person31 p*;ntea/Fax/Cdp+er Fax Leg Report far DEVREVFAX 303 235 2857 3an-28-02 10:15 AM Fdentification 416123384840-122 Paees T_Vc bate Time 02 Sent Jan-28 10:14A Duraiion Dix np ostic ; 00:00:44 002586030^22 7.a.o Transmittal DATE: February Ol, 2002 TO: Capital Real Estate, Inc. 50 South 6th Street Suite 1480 Minneapolis, MN 55402 ATTN: REMARKS: Mike Fraser SETTER LEACH & LINDSTROM 730 Second Avcnnc SouL6 Suitc 1100 Minncapolis,MN5540D2454 arrhi[ecturr tct:672338.8741 fax:612338.4840 evaginczriug reeb:~,rvvivscRCrfmch.rnm !n(eYtoYs PROJECT: Walgreen's #06883 Wheat Ridge, CO COMMISSION 2218.009.001 WE ARE SENDING TO YOU ❑ Shop Drawings 2 Attached ❑ Samples ❑ Specificaaons ❑ Prints Z Copy of Letrer ❑ Plans ❑ Disk/CD ~ Other PURPOSE ❑ For Your Approval ❑ Approved ❑ Approved as Noted ❑ Not Approved [D For Your Use ❑ As Requested ❑ For Review and Comment ❑ Revise and Resubmit ❑ Copies for Approval VIA COURIER [D Mail ❑ FedEx ❑ UPS ❑ Prioriry ❑ STD. E-1 2"" Day ❑ 1 hr ❑ 2 hr ❑ 3 hr ❑ Same Day ❑ Hand Delivered 1 1 SENDER: Mazk Shefchik OS: LXA FILE ❑ Transmittal and Copy to File 2/Ol/02 2/Ol/02 Plan Review Comments Addendum No. 2 XC: Mail letter & Addendum to: titamp Ciry of Wheat Ridge Z Transuuttal Only to File Notify us at once if enclosures aze not as noted. Suite 7100 730 Second Avenue South Minneapolis, MN 55402-2454 Le(: 612 338.8741 fax: 612 338.4840 web: wwwsetterleach.com February 1, 2002 Mr. Mike Fraser Capital Real Estate 50 South 6' Street, Suite 1480 Minneapolis, MN 55402 RE: Walgreens Store #06883 12700 W. 32"" Avenue (32"" & Youngfield) Wheat Ridge, GO Comtnission No.: 2218.9.1 Mike: We have received the Plan Review Conecdon Notice from the Ciry of Wheat Ridge for the referenced project. The following is our response to the Plan Review comments. We will address the comments in the order stated in the Gorrecdon Noace. 1. Two 6-inch diameter roof drains ue adequate to comply with the 1997 Uniform Plumbing Code for this locadon: Calculaaons for roof drain size and overIlow scupper size are attached. The top of roofmg elevaaon at the Grid C low point, assuining 4-inch total thickness of roofing and insuladon, is approaumately 118'-4 i/a". The overflow scupper flow line should therefore be at elevaaon 118'-6 1/4". This elevaaon will be revised on 4/A2.1 by Addendum #2. Since the scupper length was increased to 3'-0" in Addendum #l, there will be sufficient scupper azea to provide three times the area of the roof drains as required by UBC 1506. 2. We have confirmed that the required dimensions are provided. The sizes of the rooms and the locations of doors have not changed, but the dimensioning has been revised to indicate the required dearances. A copy of the perdnent plan azea is included in Addendum #2. U d LINDST architecture engineerzrzg interior.c Mr. Mike Fraser February 1, 2002 Page 2 of 2 3. We have discussed this comment with Darin Morgan. Darin has agreed to waive the requirement for the rated comdor, provided that the doors in Passage #1 aze provided with latching hazdwaze, rather than push/pull plates. "This affects Door G at the Men's Rest Room, Door G at the Women's Rest Room, and Doar I at the Employee Room. Darin has also requested that an electric water heater replace the gas water heater. These changes aze documented in Addendum #2. Based on our review of the Correction Notice, we feel that the information presented with this letter and in Addendum #2 addresses the Plan Review comments, Furthermore, Darin Morgan has indicated to us that the Plan Review Correction Noace letter dated January 28, 2002 constitutes the eactent of the Plan Review comments. Please contact me with any questions you may have. Sincerely, Mark G. Shefchik, PE Project Manager Encl.: Roof drain calculadons Addendum #2 xc: Darin Morgan, Ciry of 4Vheat Ridge BuIlding Division architecture engineering interiorr J:\CLIEN'IS\2218\009001\OS\I.TR\01312mgs-wheat ridge plan review.dot SETTER LEACH & LINDSTROM Setter, Leach & Lindsirom, Inc. Archi[ects & Engineers 1100 Peavey Building 730 Second Avenue Sou[h Minneapolis, MN 55402-2454 Tel 612/338-8741 Faz 612/338-4840 Comm. No. 'Wb42MA2CQ. Sheet No. ProjectUwvk~n' wlivl tjka" Date l 1o 9,vdr A& r% BY ~ T ~ L ~ ~-i ~ r ~ y~ t ~ ~ ~ -1 -~--t-I --1- ±-i - ~ I I _ i ~ r I I I I ~ - ~ - ~ I - t =~.J-=y..__ _ ~ - - - - - r ~ - ~ ~ h ' ~ I ~ x -1- ~1;--- ~ - - - -T - , ~ ~ , ---i a- ~ -J ' ~ ~ t l ~ . / I L_ ~ tI 4I i ~ ^ A~~ ~ t T T- _-J , , I } a r L I_I i_ J-- ~ Table 11-1 Size of Drain, Leader or Pipe, Flow, Inches gpm 2 3 4 5 6 8 23 67 144 261 424 913 Size of Drain Leader or Pipe, mm 50 75 100 125 150 200 Flow, Us 1.5 42 9.1 16.5 26.8 57.6 UNIFORM PLUMBING CODE TABLE 11-t Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Maximum Allowable Horizontal Projected Roof Areas Square Feet at Various Rainfall Rates 1"/hr 2"/hr 3"/hr 4"/hr 5"/hr 6"/hr 2176 1088 725 544 435 363 6440 3220 2147 1610 1288 1073 13,840 6920 4613 3460 2768 2307 25,120 12,560 8373 6280 5024 4187 40,800 20,400 13,600 70,200 8160 6800 88,000 44,000 29,333 22,000 17,600 14,667 TABLE 17-1 (Metric) Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Mauimum Aliowable Horizontal Projected Roof Areas Square Meters at Various Rainfall Rates 25mm/hr SOmm/hr 75mm/hr 100mm/hr 125mm/hr 150mm/hr 202 101 67 57 40 34 600 300 200 150 120 700 1286 643 429 321 257 214 2334 1117 778 583 467 389 3790 1895 1263 948 758 632 8175 4088 2725 2044 1635 1363 Notes: 1. The sizing data for vertical conductors, leaders, and drains is based on the pipes flowing 7/24 full. 2. For rainfatl rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mmlhour) column by the desired rainfali rate. 3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have at least the same cross-sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1. 88 STORM DRAINAGE TABLE 11-2 Sizing of Horizontai Rainwater Piping Table 11-2 Size of Flow at Maximum Aliowable Horizontal Projected Roof Areas Pipe, 1/8"/ft. Slope, Square Feet at Various Rainfall Rates Inches gpm 1"/hr 2"/hr 3"/hr 4'Ytv 5°/hr 6"/hr 3 34 3288 1644 1096 822 657 548 4 78 7520 3760 2506 1880 1504 1253 5 139 13,360 6680 4453 3340 2672 2227 6 222 21,400 10,700 [713 5350 4280 3566 8 478 46,000 23,000 15,330 11,500 9200 7670 10 860 82,800 41,400 27,600 20,700 16,580 13,800 12 1384 133,200 66,600 44,400 33,300 26,650 22,200 15 2473 238,000 119,000 79,333 59,500 47,600 39,650 1 ~h ` w~v~ C~VAArta Size of Flow at Maximum Allowable Horizontal Projected Roof Areas Pipe, 114"/ft. Slope, Square Feet at Various Rainfalt Rates Inches gpm 1"/hr 2"/hr 3"Rrc 4"/hr 5"/hr 6"/hr 3 48 4640 2320 1546 1160 928 773 4 110 10,600 5300 3533 2650 2120 1766 5 196 78,880 9440 6293 4720 3776 3146 6 314 30,200 15,100 10,066 7550 6040 5033 8 677 65,200 32,600 21,733 16,300 73,040 10,866 10 1214 116,800 58,400 38,950 29,200 23,350 19,450 12 1953 188,000 94,000 62,600 47,000 37,600 31,350 15 3491 336,000 168,000 112,000 84,000 67,250 56,000 Size of Flow at Maximum Allowable Horizontal Projected Roof Areas Pipe, 1/2"/ft. Slope, Square Feet at Various Rainfall Rates Inches gpm 1"/hr 2"/hr 3"/hr 4"/hr 5"/hr 6"/hr 3 68 6576 3288 2192 1644 1310 1096 4 156 15,040 7520 5010 3760 3010 2500 5 278 26,720 13,360 8900 6680 5320 4450 6 445 42,800 21,400 14,267 10,700 8580 7140 8 956 92,000 46,000 30,650 23,000 18,400 15,320 10 1721 165,600 82,800 55,200 41,400 33,150 27,600 12 2768 266,400 133,200 88,800 66,600 53,200 44,400 15 4946 476,000 238,000 158,700 719,000 95,200 79,300 Notes: 1. The sizing data for horizontal piping is based on the pipes flowing full. 2. For rainfail rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mm/hour) column by the desired raintall rate. 89 ADDENDUM NO. 2 WALGREEN'S STORE No. 06883 Youngfield and 32nd Wheat Ridge, CO COMMISSION NO: 2218.9.1 DATE: February 1, 2002 SETTER LEACH & LINDSTROM, INC. ARCHTI'ECTS & ENGINEERS 730 2ND AVENUE SOUTH, SUITE 1100 MINNEAPOLIS, MINNESOTA 55402-2454 This Addendum is issued to modify, interpret or supplement the Bidding Documents and is hereby made a part of the Bidding Documents. Please attach this Addendum to the Project Manual in your possession and insert the number of this Addendum in the Bid Form. The following changes to the Project Manual and the Drawings shall be made a part of the Contract Documents. ***NOTE: THIS ADDENDUM DOES NOT CI3ANGE THE BID DATE AND TIME*** DRAWINGS 1. New Drawines Tlus Addendum No. 2 issues Drawing Sheets RA001, RA002, RM002, RM003, RM004, RM005, RM006, RM007, RE007, and RE008, dated February 1, 2002. 2. Drawing Sheet A0.1 a. At 1/A0.1, add leader pointing to pipe bollazd and note, which reads "BOLLARD TYP. - SEE 7/A0.1". b. At 1/A0.1, add reference to gas meter between Tote Storage Enclosure and grid 1. Coordinate location with Sheet P 1.2. a At 1/A0.1, add two pipe bollards to protect the corners of the angled wall at grid A-4, and one pipe bollard to protect the gas meter. Required bollards are (1) at Door J; (2) at Door S; (1) at wall comer grid A-1; (1) at gas meter; (2) at Tote Storage Enclosure; (3) at Compactor Enclosures; and (2) at angled wall at grid A-4. d. At 7/A0.1, delete vertical dimension that reads "3'-0" @ DRIVE THRU". e. At 7/A0.1, change note to read "6" DIA. STEEL PII'E SCH 40. PROTECT WITH ONE COAT PRIMER AND PAINT TO MATCH SIERRA TAN". Addendum No. 2 Page 1 Com. 2218.9.1 Issued February 1, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO 3. Drawing Sheet A13 On roof plan, between grids 1-2 and A-B, delete reference to water heater flue added by Addendum #1. Water heater changed to electric by this Addendum #2. 4. Drawing Sheet A2.1 At 4/A2.1: a. Delete Keyed Note 11 at Pharmacy window. Elements at sides of window aze Flexible Delineator Posts, as shown on Sheet A4.4. b. Change vertical dimension to invert of overflow scupper from 18'-5 1/<" to 18'-6 5. Drawin¢ Sheet A4.2 Change dimensions at 9/A4.2, as shown in attached Drawing Sketch RA001, dated February 1, 2002. 6. Drawing Sheet A43 Change Door Schedule as shown in attached Drawing Sheet RA002, dated February 1, 2002. 7. Drawing Sheet Ml.l Delete 3" flue from gas water heater, as shown in attached Drawing Sheet RM002, dated February 1, 2002. 8. Drawing Sheet M2.1 a. Add EWH-3 to ELECTRIC WATER HEATER SCHEDULE, as shown in attached Drawing Sheet RM003, dated February 1, 2002. b. Delete NATURAL GAS WATER HEATER SCHEDULE in its entirety. 9. Drawing Sheet P 1.2 a. Delete gas piping to deleted gas water heater, as shown in attached Drawing Sheet RM004, dated February 1, 2002. b. Revise Keyed Note 2, as shown in attached Drawing Sheet RM004, dated Febmary 1, 2002. 10. Drawin¢ Sheet P2.1 a. Change detail3/P2.1 as shown in attached Drawing Sheet RM005, dated February 1, 2002. b. Change detail4/P2.1 as shown in attached Drawing Sheet RM006, dated February 1, 2002. c. At detail 8/P2.1, change Domestic Water Riser as shown in attached Drawing Sheet RM007, dated February l, 2002. Addendum No. 2 Page 2 Com. 2218.9.1 Issued Febniary 1, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO 11. Drawing Sheet E1.2 Add power wiring and circuiting to EWH-3, as shown in attached Drawing Sheet RE007, dated February 1, 2002 12. Drawing Sheet E3.1 Change Panel LP-4 for EWH3, as shown in attached drawing sheet RE008, dated February 1, 2002. END OF ADDENDUM Addendum No. 2 Issued February 1, 2002 Page 3 Com. 2218.9.1 Walgreens Youngfield and 32nd Wheat Ridge, CO I tm o Ei 0 o c4 n5 uZ.-~~ p 2 N O Q p pi „Ol-,ti o F I ~ I a N N - N ' O Q ti ..'<E ~ N ° 0 0 (o Ln ~ a ,n a~ Q O . ~ 0 M C14 ~ ~ ~ Q M iZ z) V F °o Zrn0 LO cn W ~\Vl Q vt ~ ~ ~ ~ ~ a UQ ~ I~? ~ (v II d' N QJ ~Z ° N UQ O~ i ~ ~O N ~ pp _ cO ' 00 ` N C~'J Q I, ~ ~ M M N ~ / M ~ M - - M O I V Ea £s°a °m , ui I~ 10 O O LL2 60< U Q - ^ LO _ 'o'a 0 .,L-,£ ..8 N 0-, „9-, 04 M ~ m rve I ffis" LL C ~ C N zn W M O M. I I €J ~,yj ' g^nEt~ ~ VLJ i r ~ M } O10 to N N N- J ~K~ ~ i O0 O ~ O W=y i. x ~ m r ~UZ L`a ~.1~..1 ~ Q 1 a I Q II I SKETCH NUM. 119-.6 M N N A00 - N N - - - - ~ SHEET NUM. A4.2 ~I I . 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E3.1 y 2 N Y b ~ O N Y b m O N N N < ry 0 O N Y b 0 O N V ~ ~ ~ H ry n h h h h O Y n N I ~ ~ O U V ~ w o o a a p ~ z o rc u i o i j ~ z o r ~ V ~ ~ Q N ~ ~ r 6 I 1 ~ 2 Z ~ ~ N y~ > Y1 F W ~ O W W ~ J 1~ O V ~ 7 I Z /1 U 3 g 6' 6' Q Q $ la- a ~ n ¢ U U i i O LL U U w a o i n n ~ ~ d W ~ a < a > a w < ~ ¢ a > O V1 U LL 6 V1 N N 6 N U r 3 N 1~ VI g O R g U ^ ' ~ ry < W O ~ B O Q ~ O N N O J m ~ Y N b a O ~ ~ N N < R ° a i h w O N ~ N ~ry a m s o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 a N m fV tV lV fV {V N N N N IV IV N '1 Nf fV {V ~ C V a m ~ W p N N N ry N N V N ~o a a r+ `o xrWi o 0 0 0 0 0 o a o 0 0 ~ ~ 0 N IV lV iV N (V MI N '1 N MI n m o ~ ~ °s ~ g e ~ u ti m g $ g O O o O b b ~ V < U ry F ~N ~ ¢ ? <2 Q ZO 2¢ Q a F o j w i I J ~ m O a 8 ~ J W U Z W y 2 < O 6 Q ~ p F6 ~ ~ ~ N ~ n N y F 9 ~ u i v i a t- a o s i n w a n ~ J j V=) U I I 1 I I 1 w l C o W W p ~ C 6 O Z W W ~ S N 6 a u N f Z ^ h N h P ~ I N ~ P N y y N N l n'I ~'1 h q'1 Y 8 ~ _ ~ NMM 75Q0 WEST 29TH AVENUE • WHEAT pIDGE, COLORADO 80215 December 28, 260 i Net Lease Development LLC Attn: Richazd .T. Hauser 50 South Sixch Street, Suite 1480 Minneapolis, MN 55402 . . . . - ~ rne cr'ry or GWheat Re: Walgreen Store and Amoco Service Station Facility at the Southeast Conner of the Iniersection of West 32d Avenue and Youngfield Street, Wheat Ridge, Colorado, on land to be legally described as Lot l and Lot 2, Walgreens at Ivlaple Grove Subdivision k'iling No. 1, Je££erson County, Colorado (collectively, the "°Property") Our Case No. WZ-0 1-07 Gentlemen: Tn connection with the development of a Walgreen's Store and related improvements (the °°ProjecN') onthe above-referenced T.ot 1("Lot 111) Property by Net T,ease Developzzient LLC (the "Developer"), end the existing Amoco Service Station on the above-referenced Lot 2("T.ot 211), please be advised as follows: The Property is cunently zoned PCD (collectively, the "District"). 2, Upon the filing of the plat of Walgreens at Maple Grove Subdivision Filing No. 1, no fuzther subdivision or plac af the Property is raquired in conjunction wich development of the Project on Lot 1 or as a condifion to obtaining a build'zng permit or ceitiificate oz oceupancy inereior or ior any partian uxum~-- 3. A Walgreen's Store with general retail uses, including the operation of a 24-hour prescription phazmacy department with a drive through faciliry is a permiteed use ' in the District. The Walgreen's Store may be operated on a 24-hour, 7-day a week basis. A satellite dish or other rooftop communication devices may be installed on the roof of the building as long as screened from view by the parapet wall. 4. The Czty of Wlaeat Ridge (flie "City") has approved the plans for the Projeet, including the plans listed in Exhibit A attached hereto (collectively, the "Plans"), and the Developer may constnict the Project in accordance with the P1ans. The Plans comply with all applicable zoning and subdivision cades and regulations of the City and othez requirements of the City specific to the development of the Pzoperty, including but not limited to those requirezzients relating to set-backs, lan.dscapiAig, buiiding height and materials, hardcover, parking, access and total area coverage. Any variances required to permit the development of the Projec# in accordance with the Plans (303) 234-5900 • ADMINISTAATION fAX: 2345924 • POLICE 9EPAR7MENT FAX: 235-2949 Net Lease T>evelopment LLC December 28, 2001 have been granted. 1'rovided the PxojECt is constructed in accordance with the 1'lans, tlke Project will £ully comply with all such ordinances and regulatzons. 5. A free-standing monument sign with changeable copy ixiay be installed on the Property. The building signage and logos £or the Walgreen building, as shown on the 1Plans, comply with the sign ordinances of the City. 6. The Developer'will not be responsible for constructing any public or off- site improveznents in conjunction with development o£the Pzoject, except as shown on the Plans_ The right-of-way dedications and easements shown on the Plat and the Plans wnth respect to Lot 2 are not required to be made or granted until such time as the cxisting Amoeo sezviee station and Lot 2 are redeveloped_ 7. The telecommunications, antenna and related equzpment for the Sprint facility currently Iocated on Lot 1 is permitted uixder the CiTy's codes. 8. 'T'here are no public ditches on the Property to snpply watez to adjscent Iand. 9. City storm sewer services ate a'vailable to ttxe Propezty. 10. Xoungfield Street and West 32"d Avenue az'e City streets and no CDOT access permits aze required for development or use of Lot 1 as contemplated izx the Plans. 11, '1'ftere are no contemplated condemmtion, right-of-way talcings or other streeY improvements or widening affecting the Property or the streats adjacent thereto other that shown on the plans. 12_ The Property is not located. in a flood hazard zone. 13. Mining on or undez the Property is not allowed within the Aistrict. 14. The City Couneil did not impose any restrictions on the drive-inrough. 15. This letter may be relied upon by the beveloper, Walgzeen Co_, Semper Development of CoI'ot'ado, Inc., Richfield Bank & Trust Co_ and First American Title Insuzance Company, and theiz successors and assigns. Sincerely, 4 cdaL_~._ Alan C. White, AICP Director of Planning & Aevelopmexxt . . . A APPX20VED PLANS Walgreens at Maple Grove Preliminarv Aevelopment Plan Plan Number Last Revised Plan Title Prepared Bv 1 of 2 12/24/01 Cover Sheet Engineering Service Com an 2 of 2 12/24/01 Site Pian Bngineering Service Walgreens at Ivianie Grove kina133evelopment Plan Plan Number LasY Revised Plan Title Prenared Bv Sl l 2%24/4J Cover Sheet Engineering Service Com an S2 12/24/01 Site Plan ~ngineering Service Com an L1 12/24/Ol Landsca e Plan Tu a Associates A1 I 12/24/01 ,Architectural EJevations Semper Develo ment Ltd- Walgreens at Manle Grove FYnul Plat 2/24/01 at Maple Service exhibit a.DOC FROM : BRENDR GODFREY FRX N0. Mr. Travis Crane The City of Wheaf Ridge Department of Planning & Development.` July 25, 2001 Page 2 3933774139 Jan. 16 2002 01:43PM P3 Fire protec4ion requirements should be v6tained", firam Wheat Ridge Fire Distriot and those requirements forwarded to this office by tfie Fire District at tlie.earliest' possible time.. We can then determine if.addifionaf system improvementswould be required to meet the demands set forth by, tlie Fire District, If you should have any questions or comments :iegarding this correspondence, please contact this office.' • Sincerely, UL+ Nlichaet E. Queen. Vice President . . : /Ipg - , cc: Dave Roberts, Wheat Ridge Fire Dis#rict WalterlAletton,PLS/PE; CNbWCo President RobetE J. Rivera; CMVyCo Vice Preside:nt . Greg M..Stroed'er; CMNVQo WateY Distribution. Manager , John.M. Aflen, CMWCoproject Engineer' NLD NET LEASE DEVELOPMENT LLC January 16, 2002 RE: Demolition of building at 12700 West 32ntl Avenue Wheat Ridge CO Demolition of building at 3150 Youngfield Street Wheat Ridge CO To Whom it May Concern: Please accept this letter as authorization from Net Lease Development LLC, owner of the above referenced property, that K. R. Swerdfeger may demolish the above-mentioned buildings. If you have any questions. Please feel free to contact me at (612) 313-2500. Sincerely, Michael Fraser FIFTY SOUTH SIXTH STREET, SUITE I480 • MINNEAPOL[S, MN 55402 (612) 313-2500 • Fn;t (612) 313-0136 Mr. Travis Crane . ' . . Departrrient of Planning'& Development The City of Wheat RPdge' 7500 West 29th Avenue ' Wheat RidgeY Colorado 80033. . , . ° . . Re: Case No:_ WZ.=01=05 . . . 12700 West 32"d Avenue - Wheat Ridge, Colorada ; • , , . Dear Mr..Crane: . . ; Ttiis w911 acknowletlge.receipf of your;correspondence dated ,luly 20, 2001 regarding the aboue referenced.propeCty. . ` Please be advised that'the abave referenced. property is.in an area served` by' Tfie Co.nsolidated Mutual VVater. Com,pany by. virtue of a Distributor's Cotltract,witfi Denver Water. Dorriestic water servi,Ce may be proVided to this.property su,bject to 'compliance with the Company°s rutes,.r•egulatio.ns and requirements for.such. service as Wel( as the water tap .allocation policies as established by Denver VVater. ' °7he Cqmpany's rules, regulations;. and..requirements furtFrer state-that each separate sfructure be served by a separate:tap and„meter,.and in order to receive domesfic water service, the property rrtust also., front a Company main. Gonsolidated further • requires that a duplex have a separate water tap and, meter for each unif within the duplex, rega.rdles's of ownership. ~ Our.records indicate that fhe property addressed' as .12700 West 32nd Avenue is currently receiving domestic.water from the Corripany through.a 1-inch meter (CMWCo Tap Number,14034/Aecount.Number CA=00802) Domestic water service may continue to. be provided to this property subject to compliance with the `Company's rules, regulations and requiremerits for such service. CON'SOLTDATED'1, UT(JAL WATETt COMPANX 12700 West 27tfz Avenug • P.O. Sox 150068 • Lakewnod; Colocado 80275 : Tetephone 2380451 •~Pax 737.-5560 ~ i;\ . . . . . ~ . JRN 16 2002 10:06 FR PSCO NORTH METRO REGN303 425 3888 TO 816123130136-174 P.02i02 ~ Xce1 Energysm pUBLlC SERVICE COMPANY January 16, 2002 5460 wect ean avanua Arvada, Colorado 60003 Net Lease Aevelopment 50 S. 601 St. #1480 Minneapolis, MN 55402 Subject: Service Availability Dear Rick Houser: In accordance wit1i our tariffs filed with and approved by die Colorado Pubiic Utiliries Commission, gas and electric facilities can be made available to serve your project at Walgreen"s at 32"d and Youngfield St. in Wheat Ridge, CO. Currently our lead tima for des[gn is 4 weeks and lead time for construetion is 6-8 weeks. Due to workload, material availability and design eomplexity, design and construction lead times are approximate and subject to change. PIease submit your plans at the earliest opportunity to better assure meeting your proposed schedule for receiving service. Z Gas costs will be calculated in conformance with our filed SERVICE LATERAL CONNECTION ANll DISTRIBUTION MAIN EXTENSLON FOLTCY. [K Electric Costs for the project will be calculated in conformance with our filed SERVTCE CONNECTION AND DISTRIBt3TION LINE EI{TENSION POLICY. If you have any questions or comments, or if T can be of further assistance, please call me at the number listed below. My normal work hours are 7:00 a.m. to 330 p.m., Monday through Friday. Sincerely, /%4~' 44WA Mike Easler Planner 303 425-3955 TOTRL PRGE.02 JRN-24-2002 10:15 FROM:SDMSINC 3039872032 T0:303 235 2857 P.092%092 Jan-24-02 06:27A DEVREVFAX 343 235 2857 P.Q2 Cf a 9' vF FILrEA'F R33'e GE CEpit~i ICAT,.OF'f':nT•E:tANt3SEixJE3:S;;:iF'ICE FiJAEi:AB11-TI'Y Noce to Applicant: A building permie wiii not be issucd wi twut chis CeRifizate signed by ihe ISisuict or AgeaGy Suppiying secvices. Tbis_Certificate Mi es orLe Ygar fro d~te a~ g aPavai bY authorizine a$ent, 7ob f+ddress I M 1, \~l t~' tJS ~.+,C...mk,G-RQ&rc~lLt4.k-r Legall7cscriphon - Use of Buildin w R4-G 1~2~ Owner , Address Telephoue l~~V~1 ~K~~1~00`i~EwER r~~ oen;~c: ] adlvlduai Scpdc Pacmit Na ~Sawer Se:vicc Available Sawu Se:riee Not Available 0 CommuasorCondiflaas:SU.~1Pu~ 4o Com ~~~"anG~ W~ +11e. o-C . kh~, s+rt~~_~-, _ i heseby ~rt~thai labiliry of seri:c is as indiwted aboee. ' !e tQi(. ~ !/Lr~ X DJ[ Sipalvseo[AuthoriudAgOAt Date Jeffeason Cod+nsy Health Department (T SF3'!'[C) Aulhotized SfE nature Da[e WA'S"EFa Naint c.'J€sGaaa: Watcr St^r.ce Avxilxble 'oloredo »'elI Pennis Tio, ( ) Wakr Strvic : Not P.vailsble Commenrs or Conditions: - i hereby cntl[y that avniSabi4ty of suvia ia as indinrrd above. Sigmtu« 3CRuthorized Agene Date leirasoa Counry Hesit3 DepOStrctait (IF iFJF..E.L) AuPtwe'vtd Si "iufe 17aee L FINAL DRAINAGE REPORT WALGREENS AT MAPLE GROVE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PREPARED FOR: Semper Development 821 Marquette Ave., Suite 600 Minneapolis, Minnesota ~ PREPARED BY: WE Engineering Service Company 1300 South Potomac Street, Sulte 726 Aurora, Colorodo 80012 Phone- (303) 337-1393 Fax: (303) 337-7487 engineers-surveyors DATE PREPARED: September 21, 2001 Introduction A. Site Location 1. City, County, Street Grid Lot 1, Walgreen's at Maple Grove Subdivision is situated in the southwest'/. of Section 29, Township 3 South, Range 69 West, of the 6t' Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. More particularly at the southeast corner of the intersection of West 32ntl Avenue and Youngfield Street. 2. Adjacent Development The subject property is bordered to the west by two existing commercial developments (Amoco gas station, Maple Grove Grange), to the east by residential developments, to the north by West 32n° Avenue, and to the south by Public Service Company facilities. B. Site Description L 1. Existing topography, ground cover, use, etc. The subject property is currently developed with two structures as well as their associated parking and landscaping improvements. The existing topography generally slopes in a northeasterly direction at slopes that vary between 1 and 4 percent. 2. Existing drainage facilities, major channels, flood hazard zones and studies, irrigation ditches There is currently one existing type 13 inlet located approximately at the northwest corner of Lot 1. Once development commences this inlet will be removed. The subject property is not effected by the following items: (1) major channels; (2) flood hazard zones; (3) irrigation ditches. C. Proposed Project Description The proposed project will encompass Lot 1 of said subdivision. The project will be developed in two phases. Phase I consists of the removal of hvo existing structures as well as their associated parking and landscaping improvements. Phase 11 will involve the construction of a Walgreen's Drive Through Pharmacy as well as its drainage, utility, parking, and landscaping improvements. D. Flood Hazard and Drainage Studies Relevant to Site As mentioned previously, the subject property does not appear to be located in a Flood Hazard area. The Drainage Report prepared for Diamond Two Bars Minor Subdivision, prepared by Lane Engineering Service, Inc. was referenced. III Historic Dra(nage System A. Major Basin 1. Relationship to major basin channel The subject property is more than one-thousand feet away from any distinct major natural channel within the Lena Gulch Basin. 2. Major basin drainage characteristics, topography, runoff, use, cover, etc. Extending downstream to the northeast from the site, the Lena Gulch Basin, in general, is of urban character. The very small upper area of this major basin, to the west of the site, is occupied mostly by Interstate Highway 70 and by Youngfield Street. A small amount of the major basin enters the site along its southwestern boundaries in a non-channelized manner. B. Sub-Basin and Site Drainage Historic si(e drainage generally sheet flows in a northeasterly pattern towards West 32ntl Avenue, where it is than conveyed via curb and gutter to a series of existing inlets. A small portion of the site drainage is conveyed to the adjacent developments to the east of the property. IV Proposed (Developed) Drainage System A. Criteria 1. Size Basin and sub-basins The subject property will be divided into four sub-basins labeled "A" through "D" Detailed descriptions of these basins are provided below. Basin A contains 0.82 acres and is comprised of a mixture of building, pavement, and landscaping. The runoff from this basin generally flows in a northeasterly direction with slopes that vary between 1 and 5 percent. This runoff is conveyed via curb and gutter where it is eventually intercepted by a Combination Type 13 Inlet (Design Point 1) and routed through storm sewer pipe into the underground water quality and detention facility. Basin B contains 0.63 acres total and is divided into two sub-basins (B-1, B-2) to obtain more accurate calculations. Both sub-basins are comprised mostly of pavement. The runoff from this basin generally flows in a northeasterly direction with slopes that vary between 1 and 5 percent. This runoff is conveyed via curb and gutter where it is eventually intercepted by a Combination Type 13 Inlet (Design Point 3) and routed through storm sewer pipe into the underground water quality and detention facility. • Basin C contains 0.15 acres and is comprised of a mixture of pavement, and landscaping. The runoff from this basin generally flows in a northeasterly direction with slopes that vary between 3 and 5 percent. This runoff is conveyed via curb and gutter towards the northwesterly entrance of this development and reieased un-detained into West 32 ntl Avenue (Design Point 4). Basin D contains 0.12 acres and is comprised mostly of landscaping. The runoff from this basin generally flows in a noRheasterly direction with slopes that vary between 1 and 5 percent. This runoff is conveyed via sheet flow and a grass lined swale adjacent to the easterly curb line of the subject development and released un-detained into West 32ntl Avenue (Design Point 5). 2. Hydrologic Method Calculations will be made based upon the Rational Method Q=CIA. 3. Design Storm Frequencies - intial and major An initial storm frequency of 5 years and a major storm frequency of 100 years will be used for drainage facility design. All drainage facilities located on-site (i.e., inlets, storm sewer, detention release) are designed for the major storm event. B. Runoff Developed flow rates and paths Reference appendix section within this report. 2. Effect of developed flows on adjacent properties The developed Flows from this property shall have a minimal effect on the adjacent properties due to the fact that currently, 80 percent of the existing development releases un-detained. C. Detention Volumes required and provided Reference the appendix section within this report. 2. Release rates and method of release Due to the detention facilities location (underground) and the maintenance of it, the facility will only have one release rate (100YR) which will be controlled by an orifice plate mounted within. Reference the appendix section within this report. 3. Excess storm water passage The storm water is conveyed to the detention facility via inlets and storm sewer. If the facility is ever surcharged or clogs, the emergency overflow would be provided by the previously mentioned inlets. • D. Streets The developed runoff onto West 32nd Avenue will be a reduction to the existing condition. There are facilities within the street to more than accommodate the reduced runoff. E. Open Channel Flow Not applicable. F. Storm Sewers and Culverts All storm sewer facilities are designed for the major event (100YR). V Conclusions The storm runoff for this site has been analyzed for both the minor and major design storm frequencies, in accordance with the City of Wheat Ridge's design criteria. This development improves existing drainage conditions by providing on- site detention and water quality facilities. No adverse effects either on-site or off- site will occur due to the development of this project. 1. APPENDIX Project: Walgreens At Maple Grove Date: 9121101 Site Data: Site Area: 75,117 Sq. Ft. 1.7244 Acres Comoosite Coefflcient of Runoff: Surface Area % of Site Cz value CS value CIo value Cioa value Imp. Drives & Walks 40,910 54 0.87 0.87 0.88 0.89 0.96 Roof 15,035 20 0.80 0.85 0.90 0.90 0.90 Landscaping 19,172 25.52% 0.05 0.15 025 0.30 0.00 rigures are rrom i aote 1-7 or me vman uramaye anu nuuu wfillvi ~ Formula: of Site)(C Value)+(% of Slte)(C Value)+(% of Site)(C Value) = CC CZ: 0.647 ~ C5: 0.682 Clo: 0.723 CJ': 0.741 DPvulOped Basin Imoerviousness• 1= 70.30% Reauired Detention Pond Volumes• 1= 70.30 Area = 1.7244 Acres K,o= (0.95(I) - 1.90)/1000 Klo= 0.0649 V=KA (10 Year) 0.1119 Ac. Ft. 4,874 Cu. Ft. Kl,= (1.78 I- 0.002 1 2 - 3.56) / 1000 Kl.= 0.1117 V=KA (100 Year) 0.1926 Ac. Ft. Release Rates: Total Area: 1.72 Acres Group C Soils, allowable release rates: 10 YR.= 0.30 cfs/ac 10 YR.= 0.52 cfs 100 YR.= 1.00 cfs/ac 100 YR: 1.72 cfs 6,389 Cu. Ft 100 YR. Storm (Orifice) Equation: Q=Ca.4 (2gh)"2 Q = 1.72 C = 0.65 H = 4.00 - r (0.33) = 3.67 A= 0.17 ftZ 24.85 in2 Radius = 2.81 Use: 6 Inch Dia. Orifice (N LL CO ~ O 0N LL Q ~ Z ~ U) Z 0 ~ ~ I-- Z W U Z O U LL 0 W ~ ~ + u w 0 ~ ~ W J a ~ ¢ U) Z w w ~ ~ J 3 Z ~ D ~ ~ m ~ N 0 O N N rn ui Q 0 r x ~ m ~ W 3 Z) U Q U Cl) Y K T M Q ~ W ~ rn ~ N ~ N J Q C ~ Zr 2 r ~ ~ N + \ ~ Z Y m rn = W Q Z ~ 7 U N ~ N .Z oo ~ Q ~ J m ~ (O a N N i~ ~ a oJ V' t+i N f-: 0 U 0 o r o s N N O (O C O Z O N N O W J (n rn t") th 2 w a > LL ~ F- J ^ W ~ > w ~ 7 N rn a o o ~ c~i o vi F- J (1) ~ ~ M F- M Z LL r W J (O V N N (O (O N M C 2 W v W o c0 0 rn 0 0 rn 0 7 > W p a o o ~ v v 2 ~ F= cn ¢ F' 2 0 ~n ~n ~ u~i Z ~ Z W J m co m m o 0 0 0 0 U ~ Z ~ N a0 I~ N t0 N N ~ Q 0 0 0 0 0 m O ~ Q ~ ~ Z N M V N LD Z W p v ci J Q ~ z a ~ ¢ U Z 2 U W H ~ Z Q Z 0 U) W 0 W Q 2Q K ❑ ~ O ~ ~ ~ ~ O F- U) U Z Z LLI LD Q 0 W ~ a o Z LD W U) Ly- W = M LD ~ u_ 2 U (n W Q ~ Cl) CL } O W 0 ~ _ Q z LJJ Z Q ~ ~ f- ~Z ~ 0 of ~ v m W m Q ~ J Y ~ Lu W U ~ U Y ~ Q N N ~ W ~ W WIW) ~ 2 ~ (Sdj) o j All3Ol3A ~ F (lj) rn HlSN3l 3ZIS 00 3dld a ( io) ~ a adois (SAO)MOIj cD N`JIS3a (S.~O)MOIzl ~n W W 1332i1S 3dOlS ~ ~ (Sjo) ~n r LL ~ N O ° z aFl ~ Ni 04 o cc! in r ) Q (OV) ~ o v o wns = o 0 ~ (NIW) o `n N (SjO) p~ O r ~ (toO O ~ N ~ O O .0 ~ ° ° d ~ ° ° C N aFl ~ NI ~ o o o c o a i oi ~ i LL ('JV) ~ N t? T7 O ~ O y0 O O F O O ~ Z rn in m in CN w (NIW) 0 F 03 U co m m r ~ ~ ~~300 n c q a o p :I=IONf121 o 0 0 0 0 (DV) ~ aN0 N M ~ ~ H3ay o o 0 0 0 Q - c~ ' U 0 . NOIS30 M 0~ co V3NV ~ N M v ~n 1NIOd N NOIS30 H W W ~ ~ c~ c'~ v ~n <o r co rn o ~ ~ ~ ~ 0 1- U) U Z O LU LD 0 ~ w ~ a o z LD w CO -1 w ~ M C) C) LLJ LL cnWO LL U) d ~ ~ O Q W = Q Z W Z Q ~ H W 0 Z U) Q ~ CO ~ j m 0 } W CD w 5 ° Y W U 0 U U) Y ~ a N N ~ W ~ W (NIW) N ~ h ~ (Sdj) o j .LLI~Ol3/~ ~ Hl`JN3l 3Z15 m 3dld w a ) r n. 3dOlS (Sd0)MOId c0 NOIS30 F- (S=lo)MOIj ~ W i3aals 3dOlS o in (S=[o) ~ LL LL iD ~ ° ° z aHiw N OR I rn ID a (OV) o v.o wns = o 0 ~ WIW) o ~ CN ol (SdO) 6Ni N N ~ ~ V (V N O .0 O O O ~ O O N aH/NI m cn ~ r oi oi F oi co F LL (od) ~ lD N M04 ~ O y,0 - - o 0 0 ~ 0 z ~ (NIW) ^ rn N ~ p F- o) v U w w AA300 ~ r m a ro ~ ~ p jONft2i o 0 0 0 0 (oV) - ro N c+~i - I y3ay o 0 0 0 0 Q ' N U 0 NJIS34 M p~ m v3av ~ N V U) 1NIOd N NO IS3a H W W I UJ N t`~ V u] (O I~ a0 ~ O ` d ~ ~ N Y L Q C d w N T ~ C O ~ ~ r d 0 L w 3C L O co M da C a~- (D I~ tO C1 t[l 01 ~ V M(`~ mocoryorco~n~nv ' `p NN~ -'-00000 LL O.a O 1~ O~ 1~ c") W N O ~ I~ ~(n ~~a-~NNNNNN U ~ ~ O tD 1~ ? N V~~(l I~ OM O~O~ a0? V:01 (J ~ N(V N a 4 6 4 6 6 m ~ ~ 9Q O(OI~NMO~ W OmtO N7I~c+Jrn'7q 0?M7 .20 NN[+1MoV tn O ~ 0 C 000 N~[1 W d'Of0 N222 QO ~ ~~NMCh? ~ 7?f 0 a ~ O 0- M' N ~ ~ ~ 0 ~ Q ~ N c } O ~ ~ ~ 06 O m D } cn > (D ~MM: °r m ~ O ~ ~ ~ M U) o m c ~ c rn m p. O C N J W (D u~ V ~ U N I^ ~ C a N A d U \ 0) M V ~ 0 G 'a M G ~ : CO- f+1 tC1 O oLi fJ a LL ~ N C ~ N a M N M ~ ~ L a ~c a X ~ Z q J > Q ~ ~ s n a Q ? -p - N d a Q o ~ N C a Q 0' 0] O j y a ~ p L c c tn ~ C O ~ m U ~ m a i J ~ E 3 o i z ¢ cn a w O CI m I Y 0 N ~ N w d N d m N ~ N E a > N C ~ 0 C d 6 m r co m ~ a) ~ Y O L « ~a ii ~ J Z q ic ~ J > v Q in .o _ o. a Q ~ N d ~ m a ~ n w c a Q U ~ a = ~ z in N O d ~ E ~ m o c z' ¢ cn d a w o im _I"..NV~7~MMiVMi i N N ~ N d o a N ~ N (D E d N N ~ U) ~ a rn ° aC N ll C ~ Q 3 E N 3 C ~(nQ N M 3 » a (D Y ~ O C 2 m O ~ L ~ N ~ N C y co~ ~ O N O rn M (D y c p n ~ m ~ n m m O (D O a m ~ N E~a a) L N N (o O N E U E J ~ m o ~ O ~ 0) y 3 m m a E ~ r W H N ~ o ~ N o . _ ] > o a g O s > a a'0 zacD X w P p 04 N Q ~ a N N mmm ~z~ z F ~ 0.4 W ° z x m w~ Z aN~? W< O -c7 aci Wa ~ c ,00 ° ° N ~ F' = w z y j ox e.a ovi , y ~d W 1y~1~ x Ef p ~Q~ zi W W N ~a m ~ f J LS 0. z ~ t ~ Z U G F ~ W p.:F F W t 8 C m W vt ` CQ eE i z = ~ 7 T 1 v AI .:ti~ ~ m ~ ! Ki ~E- F~ Z0 p ~ N ~ i'.,i':• x u z fA W CiQe. .T. W ~ z 2 a 6 S E. X .i ? W ~ n 9.0 ~ ~oe 0 Q aQ Ea C ¢ W 0 CO 1.• ~,7 VJ q G7 FW g A ~ o~a ~a a^ ZUO:3 C, O W! ~ ~ ~ < ° . K ^ r~.'^ o ~ ~ 2 ~Y. W z ~ ~ 1U0 w ~ o p w a-.w ~ y : o - 00 Z N 6 w ~ ~ F `~/OQW.z. • ^ ar-~ ~ .+J Y NQ N W " :..a.~•i•~~:'ij ■ QCIY n ¢ ~ p E ~ W CJ] i a a m i R a 92 N 10 a a o L ~ fY~YSF~.. M x 6 U ^ ~ K W ~ w a a^- ax ~ Wti ~ ~ W N d~ x ~ ~ 9 z ~ o ~ y i . O .i 'a+ + r i- ti io Qt 'a, o LV o LV 6 N x ~ WN m ~ 0D 10 Y1 N 1f) ifi z S ~ t t e x e s x s q N l9 V' O t0 N C1 O N t7 0 V ' V t0 J ~ z STORMCEPTOR HYDROLOGY SIMULATION PROGRAM THIS PROGRAM READS LOCAL 15 MINUTE DATA AND SIMULATES RUNOFF FOR THE PERIOD OF RECORD TO DETERMINE THE % OF ANNUAL RUNOFF TREATED AND % OF ANNUAL TSS REMOVED BY THE STORMCEPTOR DENVER STAPLETON AIRPORT, Colorado Rainfall file = C02220.ndc LATITUDE = 39 DEG 46 MIN LONGITUDE = 104 DEG 52 MIN ELEVATION = 5285. FEET OR 1610.9 METRES YEAR 1995 MONTH 12 TOTAL RAINFALL = 4178.8 mm TOTAL EVAPORATION = 682.6 mm TOTAL INFILTRATION = 40.9 mm % RAINFALL AS RUNOFF = 85.2 % 1 IMPERVIOUS DRAINAGE AREA = 1.20 ac (.49 ha) US STORMCEPTOR MODEL = 450 CAN STORMCEPTOR MODEL = 300 TREATMENT FLOW RATE _ 2 cfs ( 5. I/s) % OF ANNUAL RUNOFF TREATED = 59.8 % EVENT MEAN CONCENTRATION = 166. mg/I TANK TSS REMOVAL (EXC. BY-PASS) = 96. % TOTAL TSS REMOVAL (INC. BY-PASS) = 81. % IMPERVIOUS DRAINAGE AREA = 1.20 ac (.49 ha) US STORMCEPTOR MODEL = 900 CAN STORMCEPTOR MODEL = 750 TREATMENT FLOW RATE = 6 cfs ( 18. I/s) % OF ANNUAL RUNOFF TREATED = 83.4 % EVENT MEAN CONCENTRATION = 166. mg/I TANK TSS REMOVAL (EXC. BY-PASS) = 95. % TOTAL TSS REMOVAL (INC. BY-PASS) = 90. % IMPERVIOUS DRAINAGE AREA = 1.20 ac (.49 ha) US STORMCEPTOR MODEL = 1200 CAN STORMCEPTOR MODEL = 1000 TREATMENT FLOW RATE = 6 cfs ( 18. I/s) % OF ANNUAL RUNOFF TREATED = 83.4 % EVENT MEAN CONCENTRATION = 166. mg/I TANK TSS REMOVAI (EXC. BY-PASS) = 95. % TOTAL TSS REMOVAL (INC. BY-PASS) = 91. % NOTES:- STORMCEPTOR DESIGN SPECIFlGilONS U.S. PATENi NUYBER'S 4,985.7.118 / 1 4. NANUFACNRING SfPNMRO: A51Y C478. S. JOINR PER 0.5TY C443. . . 5,498,331 / 5)25,760 / 5,755,115 / 5,849,181. 6. OESICNEO FOR N5HT0 H520 L0.NING. 7. STORMCEPTOR RINC PNU COYER TO BE D41. YODEL A-1366 2. PIPE CONNEC➢ON SHOWN W/ RUBBQt BOOT (OR SNOOIH EXfERIOR PIPE ONLY. OR EQUN.. BOOT NOT AVAIUBIE FOR FOR ALL SIZR. PIPE WY BE CRWfED IN PINCE . . B. FOR LE55 TWN MINIYUM CONi/LT YANUFACNRER. at coNnucrat 3. STORMCEPTOR IS CANFlNEU SPRCE ENiKf. NO S7EP5 SUPPIJEO. ECCENIRIC Aoanoxu zi• nccEss succEsreo ALCESS 9AN0.ARD. S1EP5 SUPPUFD ONLY UPoN REOIlESf. STC 1200 PRECAST CONCRETE STORMCEPTOR~ 270• ORIFICE PLATE ! WEIR 30"D RING AND COVER ADJUSTING (SEE NOTE 7) OUTFLOW ~ RINGS I RISER PIPE ~ i RIM ELEVATION ~ OIL CLEAN OUT ~ I ~ a6 0* - 180 ~ 215 - - INLE \ UTLET Z o WEIR i ~ ¢ rn N 6 ~ ORIFICE PLATE • 6"0 OIL , . ~ j . CLEANOUT 90•~•1 \ INLET j I C~ OUTLET ~ ° ELLIPTICAL INFLOW - - ~ I INVERT IN • INVERT OUT DROP PIPE Ct OUTLET ~ i ~ ~o I FLEXIBLE PLAN VIEW CONNECTOR PROJECT/INSTALLATION DATA FOR PIPE UP " SEE TO 30 STATION - NOTE 2. ~ ~ ~ RIM ELEVATION 12°0 INFLOW DROP PIPE W/ TEE ~ INVERT IN ELEV. 24"0 OUTFLOW ~ ~ "8" DIA. & TYPE RISER PIPE . , INVERT OUT ELEV. 7" ~ 72"0 "D" DIA. & IYPE OUTLET ANGLE ' "A" (INCHES) SECTION VIEW ° F(INCHES) M ~ HEAVIRT NECE PROJECT: ~4 ~ MO pRDFR # * * *G 15,000 Ibs OADFR N0. LOCATION: CONCR TE CONCRETE ARO C~$ A% DATE CONTRACTOR: DU DUG g]ll p, GVmER Cf. 725 BRYNi STOCK TPNL DATE DRAWN ENCINEER: l1tTLEiON, C0. 90125 GSPER. W10YING 82609 (]OS) 791-160~ M. (J07) 2fi5-}f00 BUS . F/~%: (.X13) 791-1710 FNt: (707) 265-OOU pUAN. REV. ~ APPROVE~ BY: LIM IT OF LENA r_iiLru Me J.,R BAiIN r'---~ J.ft.nen canry (unincaoaw.a) SEPT.,1987 B 10-24.1 -5- °'°'°'•y United StatOS In Cooperation with S o i I S u rvey o f F Department of Jefferson County AgnCUlture and the Colorado Agricultural o I d e n A rea, Soil - Euperiment Station Conservation Service Co I o rad o Parts of Denver, Douglas, Jefferson, and Park Counties k m s O m ~ Z s] 5 n 0 z ~ w z ~ 0 U Y K Q a O Z Q Z O N ~ w LL W ~ Golden Area, Colorado N 7 C C O U I ~ a ~ E W W ~ E 4 3 Z a a H O y 1 ~ W a m F c v w v m m O Y V Y Y s~ .a v m ro m m q L L L L L O U • N • N . N W L C 3 3 Y 3 3 3 'O 3 ~O 3 3 'O 3 D 3 3 L O O ~ O O O ~ O O O O O O O O O O o c> a a a - - a . - E a ~ _ a a ~ - a - - s _ a a ~ _ - - ~ _ o N.i a~+ Y 1 I ~ ~ I I 1 I I I N u N Y W W ~E N 1 I 1 ~ I I I I I I N N N .Y. W W L L L 1 I ~ ~ 1 I I 1 I I L L L o~ O u N N L .G .C G G .C G L G .C L m W N .-I U m TJ 'O 9 h'1 M M M M h1 M ~`O !O y' O 'O 'O C O O O O O ~ ~ £ £ x 2 5 5 5 S S 2 _ 2 S 'E E £ I I ~ 1 I t ~ I 1 I - I I I I I I .1 1 1 1 I I I I I I I I I I 1 I I ~ ~ I ~ I I 1 I I ~ I I I I I I 1 .iY G N W N I I I N "I N I I N I N I I Y 0 O U Y Y I I 1 Y 1 N I I Y I Y I I C O ti ~tl at N I I 1 N ~ N I I N I N I I N L Y L L L I I 1 L I L I I L I L ~ 1 N W O N W N I I I N 1 W I I N 1 N I I O W v ~O ~O 3 3 3 'O 3 ~O 3 3 V 2 'O 3 ~ o. o 0 0 0 0 o a o 0 0 ~ 0 a E ° ° s E E a a a E a ~ a m m u C 9 L I I 1 1 I I Y ~ Y Y I Y I I 1 1 Y W I I I ~ I 1 W 1 W 4 I W 1 I ~ 1 U 9 I I I I I I O 1 O O I O 1 I I I O L N N f7 r7 W ~ m p o 0 0 0 N FI O O O O O O ~ O N O S O O O O d H ~p ~O ~O ~o ~O ~O I ~O 1 I ~O 1 ~ ~o d ~O y h O O ~O A O (a N N N N - _ N Y I I I I i I t I I I I I 1 I I I Y C i I 1 I I I 1 I I I I I I I I I 1 I I I 1 1 t 1 I 1 I I I I I I s ~ N _ - ; G L Y O O O O O O O O O O O O O O O O x o ~ 0 L Y 1 1 I t I ~ I I I I 1 I I I 1 ~ C I I 1 1 I 1 I 1 1 I 1 I 1 I I I 1 I I ~ 1 1 I 1 1 I 1 I I I I 1 ~ O ~O L I I I I 1 I 1 I 1 I I 1 I I I I y O O N W - 1 1 1 I I I 1 I I I I 1 1 1 I I 1 1 1 I I I I 1 I I I I 1 1 I I T 1 1 1 1 1 I I I I 1 I 1 1 1 ~ 1 ~ 1 1 1 1 I I I I I I I I I I 1 I C 1 1 1 1 I I I I I I I 1 I 1 i I 0 1 1 1 1 I I I I 1 I I I 1 I 1 1 v v m v m v v w w v v m m v m v d L G G C C G C G G G C C C G C C G w o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 z z z z z z z z z z z z z z z z I V 'O O O 61 m t0 U U U U U U C.1 U U U m 6 4 Ysf1 L S 1 1 1 1 1 1 I I I I I I 1 1 I 1 1 1 I 1 1 1 1 1 I I 1 I I 1 I I I 1 I 1 1 I 1 1 I I 1 I I 1 t Y Y O I i I I Y 1 I 1 1 1 1 ~ I I I 1 C C C I o I I C m I 1 t 1 I 1 1 1 I i M W m.i I N m 0 I I m N I ~ 1 1 I 1 I s 1 ~ ~ H +i O 1 Y .i I I.+ I 1 1 I I t I • ~p I . I I L L N L I + G .1 I I L + I 1 I 1 1 ~ I 'O ~n 1 O i t W W F E 1 O~.i N o I ti I W ~ I I 1 1 I 1 I k I C t t> > ~ A I .i > L I Y I~ N I I I I I I 1 m n I W 1 ~ C m 1 c y ~ O O I C I s I 1 I 1 I ~k 1 I .i ♦ I fl 1 W 1 W N 1 N nL .i .Vp 1 W I O +L OL 1 L 1 A ML 1 NL 1 W i N Y .y {i 0 W V i~ .i O 1 U 1 C ~O N M W C N L m 1"1 N L' G ~n W G 1 L O~ L L M lE ~ m Y O 7 T 1 N 1 O N y Y U > t~ S > O W ! 01 1 U T U U 09 m • T • E L I L I o C ^ G G u ~O ^ C u a ^ C G I L L L % 0 ' 1[~m l~U tiU NU TC J 3q 1(~p O~~ X .-IQ Y~ S N~ X S❑ ~ f~Ii1 ~Jfi1 OW .y ry N N N N N N ~"1 T ~+1 f~l 1~1 ~ 395 , DRAINAGE CRITERIA MANUAL RUNOFF TABLE 3-1 (42) RECOhA1ENDED•RUNOff COEFFICIENTS AND PERCENT IMPERVIOUS LAND USE OR SURFACE CHARACTERISTICS PERCENT IMPERVIOUS 2 FREQUENCY 5 10 DW 100 N Business: Commercial Areas 95 .87 .87 .88 .89 Neighborhood Areas 70 .60 ,65 .70 .80 Residential: Single-Family * .40 .45 .50 .60 Multi-Unit (detached) 50 .45 .50 .60 .70 Multi-Unit (attached) 70 .60 .65 .70 .80 1/2 Acre Lot or Larger * .30 .35 .40 .60 Apartments 70 .65 ,70 .70 .80 Industrial• Light Areas 80 .71 .72 .76 .82 Neavy Acres 90 .80 .80 .85 .90 ~ Parks, Cemetaries• 7 .10 .18 .25 .45 Playgrounds: 13 .15 .20 .30 .50 Schools: 50 .45 .50 .60 .70 Railroad Yard Areas 20 .20 .25 .35 .45 Undeveloped Areas: . Historic Flow Analysis- 2 (See " Lawns") Greenbelts, Agricultural Offsite Flow Analysis 45 (when land use not defined) Streetr Paved 100 Gravel (Packed) 40 Drive and Walks: 96 Roofs: gp Lawns, Sandy Soil 0 Lawns, Clayey Soil 0 .43 , .47 .55 .65 .87 .88 .90 .93 .40 .45 .50 .60 .87 .87 .88 .89 .80 .85 .90 .90 .00 .01 .05 .20 .OS .15 .25 .50 NOTE: These Rational Formula coefficients may not be valid for large basins. *See Figure 2-1 for percent impervious. 11-1-90 URQAN DRAINAGE AND FLOOD GONTROL DISTRICT DRAINAGE CRITERIA MANUAL 50 30 r 20 2 W U ¢ W a 10 Z W a 0 -j 5 N w ¢ 3 7 O U 2 Q W Q 3 1 2 .3 .S 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND 5 .1 RUNOFF 0 y~ 4 W 0 P = ~ 0 v ~T 2h ~ V C 3 i.~ J Q O ` U O r a v v ~y tl U J O y~P P S O 2 ~u v Q' Ue' Q. h ~'W J c b e ~ y ~ 3 U ~ aP P 0 ~ O ~ J y P " ' ~ 2 y y ~ y 4 r . eP e" er ~ v s = S ti ' o Q 0 y 3 j' y p y 4~ ~ ~ p c~ FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. # MOST FREQUENTLY OCCURRING"UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55. USDA, SCS Jan. 7975. . 5 -1-84 URBAN ORAINAGE 8 FLOOD CONTROL DISTRICT 9 8 7 ¢ ~ 0 6 2 ¢ W a N 5 w x U Z 4 r ~ ~ z W F = 3 2 1 0% 0 FIGURE 5 -1 EXAMPLE 5.2 TIME - INTENSITY - FREQUENCY CURVES T. 3 S. , R.66 W. 5-t-84 URBAN L'HAINaGE 8 FIOOD CONTROI DI°TRICT 10 20 30 40 50 60 TIME IN MINUTES ADDENDUM NO. 1 WALGREEN'S STORE No. 06883 Youngfield and 32nd VJheat Ridge, CO COMMISSION NO: 2218.9.1 DATE: January 23, 2002 SETTER LEACH & LINDSTROM, INC. ARCHITECTS & ENGINEERS 730 2ND AVENUE SOUTH, SU1TE 1100 MINNEAPOLIS, MINNESOTA 55402-2454 This Addendum is issued to modify, interpret or supplement the Bidding Documents and is hereby made a part of the Bidding Documents. Please attach this Addenduxn to the Project Manual in your possession and insert the number of this Addendum in the Bid Form. The following changes to the Proj ect Manual and the Drawings shall be made a part of the Contract Documents. ***NOTE: THIS ADDENDUM DOES NOT CHANGE THE BID DATE AND TIME*** PROJECT MANL7AL 1. General In some volumes, Section 13850 was inadvertently inserted after Section 05500, rather than after Section 12480. 2. Section 04810 a. After paragraph 2.1.B., add: C. Hollow Brick Masonry (veneer units): 1. ASTM C652, Grade SW, Type HBS, Class H60V. 2. Size: Minimum 4 inches wide x 4 inches high x 12 inches long nominal. 3. Selection: "Copper", Kla-All Tile as manufactured by Mutual Materials. b. After paragraph 3.6.J., add: K. In composite walls, pazge back of veneer brick with mortar immediately before laying back up so space between veneer and back up material is completely filled, allowing no voids. Addendum No. 1 Page 1 Com. 2218.9.1 Issued January 23, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO c. After paragraph 3.11.G., add: H. Grout solid walls constructed from 8-inch wide hollow brick masonry units. d. In PART 3- EXECUTION, add: 3.13 FIELD QUALITY CONTROL A. Masonry prism tests: l. Test in accordance with ASTM E-447, Method B, including strength conection factor. 2. Perform one test on 8-inch wide hollow brick masonry delivered to project, prior to start of construcfion. 3. During construction, perform one test for every 5,000 square feet of masonry wall, but minimum three tests for entire Project. B. Secure the services of Independent Testing Laboratory (ITL), approved by the Architect, to provide "Special Inspection" for masonry construction as defined in UBC, 1997 Edition, Section 1701.5.7. DRAWINGS 1. All Drawing Sheets At the title block information, "This Project has been designed to the following Walgreens Criteria..." change Note 2 to read "Bulletin B070101 through B070115". 2. New Drawings This Addendum No. 1 issues Drawing Sheets RM001, RE001, RE002, RE003, RE004, RE005, and RE006, dated 7anuary 21, 2002. 3. Revised and Reissued Drawines Tlus Addendum No. 1 teissues Drawing Sfieet C5, prepared by Engineering Service Company, revised January 21, 2002. 4. Drawing Sheet A0.1 a. At 5/A0.1, change vertical dimension at bottom of gate to read "6-inches". b. At 5/A0.1, add 6'-6" dimension for height of gate (total height is 7'-0"). c. At 7/A0.1, change paint "TO MATCH SIERRA TAN". d. At detaiY 8/A0.1: 1) Delete note "STET" and leader. Addendum No. 1 Page 2 Com. 2218.9.1 Issued January 23, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO 2) Change note at opening head to read "1/8" STEEL PLATE - ALL 4 SIDES AT OPENING. WELD CONNECTIONS. PAINT EXTERIOR EDGES AFTER COMPACTOR CHUTE IS WELDED (BY COMPACTOR CONTRACTOR). CAULK PERIMETER OF CHUTE TO MASONRY OPENING." 3) Delete the following note at opening sill "1/4" STEEL PLATE - WELD TO JAMB PLATE. PAINT EXTERIOR EDGES AFTER COMPACTOR CHUTE IS WELDED (BY COMI'ACTOR CONTRACTOR)." 5. Drawing Sheet Al.l At Keyed Note #13, change detail reference at end of note from 7/A0.1 to 13/A2.3. 6. Drawing Sheet A1.2 At Drawing 1, Room 106, change access panel location toward Room 101, away from door opening. 7. Drawing Sheet A1.3 On roof plan, between grids 1-2 and A-B, add reference to Keyed Note 25. Coordinate location of flue for water heater with mechanical drawing Ml.l. 8. Drawing Sheet A2.1 a. At 1/A2.1: 1) Relocate public telephones below window adj acent to grid 3. Elevarion for mounting height of telephone should be measured from the sidewalk surface. 2) Add Keyed Note 34 reference and graphic for Fire Deparhnent Connection opposite One-hour Photo chase. 3) Add brick below elevarion 100'-0" to below sidewalk elevation. b. At 3/A2.1, delete Keyed Note 34 and Fire Department Connection graphic. c. At 4/A2.1, change horizontal dimension of overflow scupper masonry opening from 2'-8" to 3'-0". 9. Drawing Sheet A2.2 a. At UA2.2, change the 11'-0" vertical dimension to reference the bottom-most point ofttte canopy overhang. b. At 1/A2.2, add a horizontal dimension from the face of brick to the bottom-most point of the canopy overhang of 5'4". c. At 2/A2.2, change the horizontal dimension from the face of brick to the bottom-most point of the canopy overhang from 4'-0" to 4'-8". Addenduxn No. 1 Issued January 23, 2002 Page 3 Com. 2218.9.1 Walgreens Youngfield and 32nd Wheat Ridge, CO 10. Drawing Sheet A23 At detail 13/A2.3: a. Delete vertical dimension "3'-0" @ DRNE-UP PHARMACY". b. Change pipe size note to read "4" DIA. STEEL PIPE SCHED. 40 @ SPRINKLER RISER - PROTECT W/ 1 COAT OF PRIMER & PAINT SAFETY YELLOW 11. Drawing Sheet A3.1 At detai112C/A3.1, change 3'-61 /2" dimension to read to the bottom of wood blocking, not the top. 12. Drawing Sheet A4.1 a. At detail 10/A4.1, change dimensions to start at the face of the wall on the left side. The dimensions should read "3'-8"; 3'-0" D.O.; 6";12'-0-1/2"; 114"; 31-0"; 6"; 21-61 ;151-8"; 21-6"; 6"; 4'-011; 3'-4"" to inside face of the Phannacy wall. b. At detai110/A4.1, change Keyed Note 2leader location to the graphic at Keyed Note 1(sill is under glass and frame, not off to the side). c. At detail 10/A4.1, change detail reference to read "8/A4.1". d. At detail 18/A4.1, change Keyed Note 11 to 10. e. At detail 18/A4.1, change Keyed Note 19 to 15. f. At detail 18/A4.1, change wood retainer (Keyed Note 10), to stop short of the bottom channel (Keyed Note 15). 13. Drawing Sheet A4.5 a. At detai110/A4.5, at "FRP Panel. note, change to read "FRP Panel on wall. Extend floor to roof. Install panel centered behind ladder." b. At detail 12/A4.5: 1) Change vertical dimension to top of deck at ladder to read, "19'-5" 2) Change horizontal dimension from hinge-side ofroofhatch to read "20'-3" TO GRID B". 14. Drawing Sheet 50.0 At General Structural Notes, change B.l.b. to read "BOLTS INSTALLED IN CONCRETE/MASONRY - ANCHOR BOLTS AND EXPANSION BOLTS (REQUIRED)." 15. Drawing Sheet S1.1 At 1/511, change note at vestibule to read "RECESS SLAB AROIIND VESTIBULE PERIMETER. RECESS SLAB 1" AT TRENCH DRAIN." Addendum No. 1 Page 4 Com. 2218.91 Issued January 23, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO 16. Drawing Sheet 52.1 At 1/S2.1, change d'unension from inside of rear wall to roof hatch to from 12'-5 %z" to 12'-3 17. Drawing Sheet P1.2 Change locafion of Fire Department Connection from front enriy chase to One-Hour Photo chase, as shown in attached drawing sheet RM001, dated7anuary 21, 2002. 18. Drawing Sheet E0.1 Change "PYLON SIGN ELECTRICAL DATA" to "MONUMENT SIGN ELECTRICAL DATA" as shown in attached drawing sheet RE001, dated January 21, 2002. 19. Drawing Sheet E1.5 a. At FLOOR PLAN - TELEPHONE SYSTEM, add Keyed Notes and circuiting as shown in attached drawing sheet RE002, dated January 21, 2002. b. At FLOOR PLAN - TELEPHONE SYSTEM, change location ofpublic telephones to below window to the right of grid 3. Coordinate with architectural drawings. 20. Drawing Sheet E2.1 Change One Line Feeder Schedule and Key Notes as shown in attached drawing sheet RE003, dated January 21, 2002. 21. Drawing Sheet E2.1 A Change CONTROL SCHEDULE as shown in attached drawing sheet RE004, dated January 21, 2002 22. Drawing Sheet E3.1 Change Panel LP-SP as shown in attached drawing sheet RE005, dated January 21, 2002. 23. Drawing Sheet E4.4 Change detail2/A4.4 as shown in attached drawing sheet RE006, dated Januazy 21, 2002. END OF ADDENDUM Addendum No. 1 Issued January 23, 2002 Page 5 Com. 2218.9.1 Walgreens Youngfield and 32nd Wheat Ridge, CO im Ei S O UO N ~ ~ N \ ~ O ¢ \ 06 ~ N N Q Z ~o m U Z ul' ~ ~ p Wa J gQ Z Q ~ a OJ a_ o_ a "oa° um `i n a ! 1 I i ~ 4 L r v\ ~ $rr A~ ' a ° i v Q-~ ~ Wm ~ ~ < ~ . m T ~8o ctO ~ r F < W ~ U ~ ~ W W Z tn...I~i SKETCH NUM. P1.2 C < > 0 z z x i 00 win Z ~ O N N U F J J ~ Z ~ U w w w0 ~ z z Wa w O ci ci r Z N r- ~ m J O 2 O Jo a a a o LL o ? Q U N N wo m v m~ O•- Q ~ O o~ W ~ a mv ~ oa Q 1 Ov j pN ~J e~ W a F - J ~o Q in U ~ -W ~ ~ ~ ~ on ag pZ a W ¢ °O.O U V' J ~ ~LZ W UO Z n n N a r mv g En CA U Q N N ~ ~ _ Z Z 00 Z mof W Y Y ~ p 0 = ~ J O (((///JJJ~~~ S U aQ ~ ~ W v~ N J vr 2' d. ~ ~ N Z U U 09 *O cQ QU I ~ ~z o~a aa ~~m CI4 06 + m o a N 0 ^ N N (gU O ~ Z ~ Q F-- oy o~~ om Ca nog Ci ~g b :9 W ~ ~U°z H~m SHEET NUM. E0.1 0 0 0° O N O O \ p ~ \ ~ ^ N N • . , ; „ . + c E . r 3.....,........ ~ . , , ; f _...._<.,...,w:<... :.:............::..w, _.._._a 1 ~ : ~ + p~ • - j r x E: : v:~ Ep ¢ x / y N : * ' ~:.n.;; ~ , O : k ~..........v...~_W...._w~_...,_... . ~ v... V ~'i ~ ~ ^p~ O~C ym 1. l 63 LLO< ~ ~ f.......__._........._ - ~s ~ N , ~ . : : ~ij i . ' ~ T........n ~ .......~w~ 009 ~N~ ~ . ~4 ~ f . ~ a\ i T ..s : : ; . ~ p t ...~2µ......~. Z~ SKE7CH NUM. E00 SHEET NUAI. E1.5 0 ~m ' ~z G O U ~ N ~ O \ ~ Q ~ ~ ~ ^ N N ~ ~U ~2s ~Q y~ <N 2 p F „ aE W~ ~ W tl~ ~ ~ Z ~ Y!a N W s } ~ ~W ~ Y ~ ~a W » ~4 ~ ¢ 5 ~2° Z p „83 a ?inm O O ~ ~ ~ o~ o~o vm a`i a`o< S N~ ~ myVjWVI Z<N ~ `A ~Z ~ i a'i p a n N ~ w w R~~~ F G~ I1l ~ 8 N Wi ~ f 3 ~ ~ ~°n ~ rc "rc ~ m v°i ~ ~~W~ ~~i g ~ f W & o-~~ z~ p ~n . ~ 5Q~~~ ~;o W Zm V y~¢vai ON~ W ~ R(~C~ nC C,CRC~ Cf~sC8CaC~CaCaCsC ~ ~0 ~ . ~ ~ W W Z t~C U ~ w~~ ~ N S ~02 O ~ _ ~aW O y~~ ~ m u ;~i~ N ° ~'..i°a z o 0 m{QOUY f ~/KF ~a ~ ~ ~W5 SKETCM NUM. ~I ~ _ _ ~ i' v ~ E00 - ~ ~ iin SHEET NUM. E2.1 d p U a 0 J W B p 0 6 W 3 ~ m w < 4 O 2 h> a O N N m vl O t0 ~O 0 0 p O b W N O ~'1 M1 O O O N n N ~O m O ~ y m l0 ~O O M n N YI MI q O 1 I 1 ~ Q ~ ~ ~ N h N O ~p' h p~ O ~ N f N fV YI V U w p ~ ~ a < a a < a < S O a Q O O O O < O a O s O a Y1 a N ~ a H a H a O 1 p m ^ N N N N N ~ h N Y N N N n Il C' O O 4 O w 0 0 ~ m o o o o ~ o g ~ ~ ~ ~ ~ ' ~ ~ _ _ _ _ _ ~ ~ ~ ~ - - - ~ ~e ~ a~ x a+ b a~ b x x ~e m x ~ ~ ~ € ~ ~ ~ ~ ~ K ~ ~ ~ ~ ~ ~ ~ " ~ O ° € ° ^ ° ° ~ n $ 3 0 0 0 0 0 u u m ' ^ m 4 ~ n n n n n ♦ a Y ~ y ; n n n n n n ; 3 ~ N ~j a r a a r n 3 3 3 3 3 ~j 3 3 ~ ti ~ ~ ~p p v 3 3 3 3 3 ; u u U U N U U w ~ ~ o 0 o u ~ u ~ a a a v ~ 'v v Y `r ~ c~ ~ iV iv N iv ir n n n ~ n n n n o Q ^ O O' ° ' Q ° Q' ` = ~ ~ = Q ~ = z -1 4-/~ / l p p O p O p O 0 V 0 ~ 0 U 0 U 0 U 4 Z ~ z z li Z ~ Z z O 2 p 2 O = N S N 2 p = O C~ (7 C~ (7 C~ ~ C~ - J J J J Z J J Z Q a a x Z Q o F o ~ o ~ o o ~ o T ° ° o ° o o y o w rn a W N o w ~ u> > ~ D w ~ o ~ ~ W D o ~ O ~ O ~ O J O m O O Z Z Z Z ~ :3 7 D (/1 fn I N 1 N I I O O O O N W ~ N F = , N Z N W G V - 0 - % 0 ('1 (7 J N a 0 FN- _ Fn } 0 ~ J J a a Z Z U y tA 0 ~ Z Q U o (.7 l~ ~ n' ~ J J Q 4J a. N N C~ ? 0 Z p V ~ O ¢ V = Z 2 ~ X ~ 3 4 ~ Y ' Y _ 0 Q W N d- a Of a ~ Z Z w v 0 Mw 00 IC) co N ~ M ^ m \ M ^ a0 M N N M M aF N \ co ^ N f~ ~ N nj N 00 ~ N ~ N O N M Uj N a a a a a a a J O~ 00 o a O N ~ O \ p co ~ N ~U O ~ Q F- o~ o~a om C ~ ~ Z ~ SKETp1 NUM. SHEET NUM. E2.1A ~m O Y Q N O O \ ~ c Q 04 c ~ 06 ^ ~ 28 a~ ~r~ ~i ~ ~ n N ~ y G 7 J O F OQ O~0 Om 6~ 60< ~ m 8 m O Z ~ ~ ~ z(J 0 ~ N o~ 2~ W W W W W W SKETCH NUM. E00 SHEET NUM. E3.1 y Z N r b m O N O b 0 ~ O N NN Y M b m O HNn N Y hn b h 0 O N hff u F 2 W W U W N W W ~ m : c >i ' x " LL n 4 lU_ li m y Y 6 ~ ~ - 6 K O 2 V V a O p ( ~ 6 ~ b F` n a S- 1 i G F c Z t° i~ i w a K a 3 u v 0 ~ F a V O ¢ w a w ~ I a o ~ ~ m W < 6 S < O ~ ~ f r ~ ~ w~ ~n m m n J ~ m o ° m n n ' W~ m + ~ ~ N ~ ~ O m m O 0 n u i ~ ~ m ~ m o m g n g m m ~ i ~ O2 M h y~ ~N ~ V N ( V N N m„ N n N{ ~V N N N N N N N 1~ 1 1 1 h ~ l M I MI N ~ m ~ U o Y m F in a i+ w 4" wm ~ - - - - - - - o n ,o x rw+ o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u ~y m N i V IV N N N N N N i V (V l V N {V lV N N N N {V N N W 2 6 p m e m o o h ~ m ~m J m o o g ° O ~ _ a ~ , N ~ j Q s i~ i so 0 j ~ m N U W ~ W W O O ~ Z M M 2 6 a x ao o= ° N aj ~a ~u a rc rc ~ a d a~ ~s J 1 I y 1 O ~ ~ p o z Z ~ dK 2 2 U1~ 2 U t l U U 2 (J ~ V < 1- f~- j C VI J VI S~ t~ C K C C ¢ C 2 . W W W~ . U' Q~ J 6' 2 ~ W 6 d. < J J S J J J j J J O] ,N Q N ~ ~ = ¢ w U O rc 0. 9 9 o 0 0 o rc W¢ rc W W i Z~ Z O H s 6 S, 2 2 Zp pZ 2Zp Zp 2p 6 6 6 Z W O 3 ~ W a p 3 2 UU 0 U U U U U N N N Q U . n N M yO ~ ~ MI N 1~ O~ ~ /1 H 1 ~ OI ~ ~ N h fV N N N N T tV ,!1 Y1 N 1~ YI q ~'I ~ < - U N N y ~ Q p > Y ~ r U0 m Q . 0 0° O N O O \ oi ~ N ~ ~ 06 ~ N N ~ ~U } * ~ 5 W W Q V~ U Z Z Mf ~.~2 IJ ~~zi y 10, IR~Z WF o q z o w 0 0 e to 1 I ooOZ ~1 0~ o N r i ° ?o°oc°a i ~ oCO e ~ J w \ i J F~ •-.=w 4 ° O WU ^p. 5Q o~{a. Ft 2 60< ~i .~-ow M °n~ooyr F O a~ f^ V 600 XWZv p ~Q N EM ~ad> °Nz.+ o toVa gaj V LL' W O U"Iv tJ \aN9 ~V O Hu~ia3 x~ W W J Z xm a Wz ~ ~ a o no ~aWO 33~ aN'W z> VW - 5-oO W U J U O O ~ 6J OO~ Zw>~ ZWOO V~Oa ~om~ 3m KV ~ Up Ua W ~ V c maJ ti X ~GO~ C wYIH1~ j ~I-0 oOp ~ ~FO Uap~ O pV,~ OU.W.I U aoxW y~~o yd=iA 6UWfA MIN<U U~ z N~M SKETCH NUM. E00 SHEET NUM. E4.4 M , • .t_ _ , 11 1 \t ~ ~ II ~ ~ ~ II ~ _ EXIS't, ELEC MN--►O ' RIM=524.16 ~ , " ~ - - J ~ I I ~ I ~C__~-.~-~~_ + ► - II , ~ , I w s~r ~ I RA, -i ~ ( ~ ~ ( ~ ~ . I ~------6"W_..._~.._.^_._._ ~ ~ , „ ~ I 47.0 N6 DIP ~ 3 18 45 ( ~ i Exisr. sAN ~H--a- - - - - - - ~ - _ ~ RIM=523.65 ~ EXIST.IN REMAIN ~ I INV=513.17 CONIRACTOR TO CO ~ i ( ~ _ _ ^ _ - _ ~ EXIST. ~jQRM INtET THE ORiFICE OPENING AT c'- 12 W-' THE tATERAL LFADING 70 60 { 1 T.O,G.=524,93 0 9 30 THE INLEf TO 8E REMOVED) ~ I ~ - - ~ ~ - - - R-- ~ r. SCALE: 1 = 30 ~ --t2 r { % ~ r r3~• ~ - I/ ~ I ` I I / ~ PROP, FH ~ /r ~ ~ \ ~ ~ ~l ~ _ "I 8,4 LEGEND ~ I ~ ~ i , _ / I \ / i// ~ ~ ~ i ~ % a ~ - - - - - - EXIST. ELEC?RICAL UNE ~ ( / ~ ~ _ E \ ~ / _ ~ ~ I ~ IXI STORM lNl~l' MODEL N0, STC' o ~ --Ft PROP. FIRE UNE ~ I I I I 0 T BE REh10V~D RIM 52 ~ rl~ I ° ~ ~ I ~ ~ I INV IN=51 1 -G- EXIST. GAS LINE ~ ~ I I INV OUT=5' ~ EXIST, SAN MN ~ ~ ~ , , ~ I o ( _ ~ RIM=5~6,58 ~ r _ + - n ~ I ❑ CI I - SS EXIST. SANITARY SfWE~ tJNE ~ _ ~ ' I • ° I I INV-517.23 ~ ' ~ o[~ o I ~ ° ~ i i I ~ ~ ~ I i7ARY SEWE~ LINf I I Cl ❑ ° ~ SS--- PROP. SAN I I I 1 ( ~ J, N ~ I I~ I - i ~ EXIST. STORM SEWER LINE ~ ~ z STS ~ I - _..I I L- ~ ~ ( . ~ _ V - = r~---- - - _ I ~n "--i PROP. STORM SEWER LINE ~ r ~i o ~ V ~ ( III I ~ o o, , ~ _ II I ' ~ , I ~ -T- - EXIST. TEI.EPHONE LINE I ~ I ` 1 ~ I ~ ~ I~ ~ I I 1 - - ~ a p , I 2 - I T ATER UNE ~ I( i I. -W-- EH S. W I ~ ~ I ~ ~ ' O ~ ~I f i ~ P P. WATER UNE I ( ~ ° . I Q - ~ ~ • W RO ~ I I I ~ ~ 3~i I' ~ J V Z I ~ 90,0'~48" OVERHEAD POWER UNE = R II ~ ~"°I ~ O~ 0 ( N ~ ~ I - ~I, ao I ~ ~ ~ INV-514.09 , I I ~ ~Q 0 ► EXIST. BOLLARD ( I Ir ~ I I ( ~ ~ L-------- III I ~ ~ a I I I ~ ~-0~ V I o EXlST. ClEANOUT I I ' I ~ w ~ ~ ~ h- ( W ~ ~ 20' U7ll I I I ~Q ~ • PROP. CLEANOUT W ( I ~ E ` i ~ ~ ~ NI oc _.I~ n XI . FlRE HYDRANT . I i I ( ~ E ST ~ ~ _ (II N~ ~ i i ~ r ~ ~-~-~o - . - W ~I ~ PROP. FIRE HYDRANT - I( I I I ~ A II I n~ ~ I I~ ' > ~ I EXIST. UGHT POIE ( I ( ( FIF ~ ~ . II , ill W~ ' ° ~ _ ~ _ Q EXIST. MANHOIE o ( I I - I , V I • r L _ _ ll l ~ ~ , • PROP. MANNOLE ~ I I ~ ~ ( rZ ~ I ' ~ ~ 8 EXIST. METER ~ I I ~ e m _J ~ ~ , / / ~ ~ I p ~ ~ a EXIST. POWER POLE ~ 1 ~ ~ m~-/ ~ r`` ~ ( ~ . ~ ( ~ , ( ~ ~ I ~ ~ ~ 1 ' U r PROP. SIGN ~ I { I , 0 ~ ~ ~ ~ ( ( ~ EXIST. TfL~FFIC UGHT I r III r_ O EXIST. WATER METER ~ ~ ~ ~ i , II ~s _ ~ PROP, WATER MEfER - ~ ~ j p ~a ~ ~ EXIST. WATER VAI.VE 229.5'N8" DIP ~ ~ N PR , WAT R VALVE ~ I ~ OP E 8 W ' - ~ t.. ~ I o i e ( 30 UTILITY EASEMENT (8Y SEP. DOC.) • a oa ~ ~ . ~ ~ l~NE DATA TABLE II ( ~ EX1ST. POWER POLE II P COURSE BEARtNG LENGTH I To EMOV oR 11 I ~ , I GA L1 N89 29 16 E 183.46 P~ , ~ ~ L2 S00 47 47 E 438.56 ~ ~ , , „ ~ ~ ~ ' ( ~3 S89 29 16 W 104.45 L4 N00'49'23"W 70,00' ° ~ . ~ „ , ~3 L5 S89 29 16 W 50.00 . ~ „ ~ I ~ ~ V ~ ~ ~ e ,~~u ~ L6 N00 49 23 W 148.22 r ~ - -1 • a n~ ~ i n ~ . . . ! I . . . . . . . . h I I . L7 S89 29 16 W 178.55 ~ ~ N . , , ~ ~ ~ r~,~~ L8 N00 49 23 W 30.00 ( ~ ~ ` ~ ~ ~ . ~ ~ ~ L9 N89 29 16 E 149.74 ~ ~ ( __..-=-,n: ~ ~ ~ ~ ~ • ~ ~ L10 N00 49 23 W 190.34 o ~4 c II I ~ ~~pQ~~'~'@~~~~~~c ~ c (BK.6l7NPG:253) ` t----------- ~ ~ ° I , , , 14,5 15.0 1 ~ ~ il ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ( , (II I . i J I > II I J u I I .0. ^ ~L~.~.,. ..L~ ' I n ~ ( I ' ~ ~ _ ( __...r_._.~~ III II - , O ~ o { b I I > I I I ~ , II I EX/ST~NG' MAPLE J I ( ~ x_ (I II I GRO~E GRANG'E s ~ ~ ~ o ~ ; ~ II ( C5 > II I ~ , f i - ii I I II I I _ _ I I ~z ~ ~ I --____~_~.s"" ~ r . u~ ~ ~ ~ I I I L ~ I . II ~ I i 11 I - ~ ~ • MENTS ARE SHOWN FOR GRAPHIC ( ( ~ L- -j . ALL PROPOSED WATER IMPROVEMENTS AND EASE I , ~ ` ~ `tlr , II ( ~ ~ PURPOSES ONLY. EXACT LOCATION AND DESIGN TO BE DETERMINED BY THE ~I l~'~L~p~'0~~ I I ~ ; I - CONSOLIDATED MUTUAL WATER COMPANY. ( ~ i ( ~ ( . ( I~ i I ~ II~ 1 F SE ST CTION PLANS ~ i - 2. TI il ~ ~ ~ ~ ARE TO 8E CONSIDERED REMOVED OR RELOCATED. ( I > II I ~ , .I . i ~ I s II~ . Y AND STORM SEWER WiTHIN THE LIMITS OF THESE CONSTRUCTION PLANS III 3. ALL SANITAR I~{ > I nR~ Tn AF rnNCinFR~n PRIVATF AN~ THF MAINTFNANCF OF SAID UTlLITIFS SHALL 8E ii i _ _ '~1'1~"~~~ n~ . A THE MAINTENANCE OF THE PROPERTY OWNER, RIM=531.~1 CHECKED BY: vv ~ INV=521.86 I I l I ~ RHY I DRAWER NUMBER, s ( ~ Cin OF WNEAT RIDGE BM# 6109 DESCRISED AS BRASS CAP (NE CORNER OF THE I ~ ; II I , TEMP 42 NE 1/4 OF SA{D SECTION 29) INTERSECTION OF 32ND AVE. AND WARD RD. EXTENDED : - ~ l~l~~~~1I F DATUM NOT REFERENCED , PUBLISHED ELEVATION - 5463.29 Ek7 ( ) o aA,E. ~ . , ~ > II I ~ ADD 5000 FEET TO THE SPOT ELEVATIONS AND CONTOURS SHOWN HEREON TO ARRIVE AT I I DATUM ELEVATION. III i ( I ~ ' ~ ~ , : 3 02/01i02 FI2I 15:18 FAY6121384840 F33 SETTERLEAGH&LINDSTRODI , @..I001 ETT~R L LEACH LIN 190p Pcavey $uilding 730 $aond Ave¢uc Sourh M~*nwpalie,MN55ao2•2o54 astAEfecdurt «l:612336.8741 fx:6123386ga0 i a cng ncer na l//CE: WWWbLRL(I[8fI1.[Om tR(CYiOV{ DA'1E Febiuary Ol, 2002 TQ Mikc Fraser COMPANY Capiral Reai Estate, Inc. FAX# (612) 313-0136 FROM Mark Shefchflc COMN►ISSION # 2218.009.001 PRO,JECT Walgreen's #06883 i"Wheat Ridge, CO 1'AGES 19 (~+gurver) MFSSAGE & ~STR~JPn n xc: Darin Moxgan, Ciry of Wheac Ridge (303) 235-2857 02/01i02 FRI 15:98 FAY 6123384840 Feb:uary 1, 2002 Mr. Mike Fraser CapitaI Real Estate 50 South 6°' Screet, Suite 1480 Minneapolis, lYIN 55402 RE: Walgrccns Score #06883 12700 W. 32"d Avenue (32nd & Youngfield) Wheat Ridge, CO Comm-ission No.: 2218.9.1 Nlike: suue i,oo 736 Sccond A enuc $u.,h Mi~pgpolis, MN 55402-2454 . te[:612338.8747 f6s:612 338.a8A0 wtG: www.>erte[leadt.cnm We have received the Plan Review Correcuon Nodce From the Ciry of 4Vheat Ridge for the referenced projecc. The following is aur : esgonse co the Plan Review commenis, We wilI address the corrunents in the orde: scaeed in the Correccion iti'oace. 1. Two 6-inch tJiametP* roof drainy aze adequate to comply with che 1997 IJnifoam Plumbing Code for this locatson. Caiaxlaeions for roof drain size and overflow scupper size aze attached. The top of roofing elevation at che Grid C low point, asstunuig 4inch total rhickness of roofing and insularion, is approximately 118'•41/4". Thc overflow scupper flow line should thescfore be at elevation 118'-6 4a". This elcvation wall be xevised on 4/A2.1 by Addendum #2. 5incz cne scugper ienguh was increascd t0 3'-0" in Addendum #l, rhere will be suffident scuppex azea to provide three times the area of thc roof drains as required by UBC 1506. 2. We have confirmed that the reqvired dimensions aze 1'he sizes of tht ?ooms and the locaaons of doors have noc changed, but the ~tipning hm~ecn rr.riscd te in~cacz thz required clearances. A copy of the perdnenc ~ azea is included in Addendum #2. SETTER LEACH&LINDSTROM SE-T3~6 - i-ISk. mrd,i[cdvre eregin<tring. tmFcriov', 02i01/02 FRI 15:38 FA% 8123384840 Mr. NIike Fraser February 1, 2002 Page 2 of 2 SET"fER LEACH&LINDSTROAi 3. We have disaused this commenc wich Darin Morgan. Darin has agzeed to waive the requirement for the rate ; co:ridor, grovided chat the doors in Passage # 1 aze provided with latching hardcvare, rather than pushlpull plates. T'bis aikcts Aoor G at the Men's Kesc Room, Dpor G at the Women's Rest Roam, and I?oor I at the Euaglayee I2oom. Darin has aLso requested that an eiectric vrater ncacer replace che gas evatu- hea[er. These changes aze docummted in Addendum #2. Based on our review of the Co*recrion Noticc, we feel chac the infcrma;ion presented with this letter and in Addendum #2 addresses the Plan Review comments, Furrhermore, Darin Morgan has indacated to us rhat the Plazt Review Gonecdon hIodce leaer dated January 2$; 2042 cosstitutes the extent of thc Plan Review commutcs. Please cqntact me with any questaons you may have. Sincerely, j 415~'° ' ~ ly ivIark G. Shefchilc, PE Projea Manager Encl.: Roof drain calculadons Addendum #2 xc: Darrin Morgan, Giry of Wheat Ridge Building Division O SL I .1-L1{~ J L111:S7'1iC~c~+Sy~ arch:zersure eflgxrseerinB interi0/3 J-\CUL' NTS%22181009001\OSU.TR101312mg5-whr'rt ridge plan reviCw,dOt o:/oa om Fata xs:aa Faa si:assaaao SETTER L£AGH&LINDSTROAi Z004 Sener, Leach & Lindstram, lnc. r ArCniiccc: & Engincer5 r~ C ^t 1 n(] fl 736 00 Pea~cy Ouilding COmm. No. ~i~l.~v•bCpl dJ~'1 Sheet No. 1~ ae ~.y J~e Second AvgnuF $ou[h ProjeCl % - Da[e k~e~ . L~--r~4 O~~ rninneapolts, hfti 55402-2454 FTeiax6i617J2/338E747338•48?0 gvb}p~~'" BY 4, ia a.. 02/01i02 FRI 15:58 FA% 6123384840 SET'TER LEAGH&LINDSTRObt Tabie 9 9-9 UNIFORM PLUNiaiFiG CCiGE 7ABLE 11-1 Sizing Roof Drains, Leaders, and Vertical Aainwater piping Size of Drain, Maximum Allowable Horizontaf Projected Roof Areas Lesder or pipe, Flow, Squaee Feet at Var6ous Rafnfall Rates 9nches gpm 7'"II9P 2°R9P 3"IFtt 4°/CiP $°/MP 6°Iflf 2 23 2976 1088 725 544 435 363 3 67 6440 8220 2147 1610 1288 1073 4 144 13,840 6920 4613 3460 2769 2307 5 261 25,120 12,560 8373 6280 5024 4187 9 424 40,900 20,400 13,600 10,200 8160 6840 8 913 88,000 44,000 29,333 22,000 17,600 14,667 7ABLE 11-1 (Metrio) Sizing Roof Drains, Le2ders, and `ds, rtical Rainw.ater Piping SiYe 6i uPafn M0ii6iiidii8i P.i!OWBbIe P?o7EP6rZ@E FFbjcB4ed ROQf RPe&s ieader cr Pipe, Flaw, Square Meiers aY Various Si9iniaii 6iates men L/s 25tnnfir 60mmffir 75mm/tfr 300mmhr 125mmihr 15Ommfhr 50 1.5 202 101 67 51 40 34 75 4.2 600 300 200 150 520 900 100 9.1 9286 643 429 325 257 254 i25 16.5 2834 1117 778 $83 467 389 750 26.8 3550 1895 1283 946 758 632 200 57.6 8175 4088 2725 2044 7635 1363 Notes: t. The sizing data for vertical conductors, leaders, and dreins is based on the pipes Flowing 7l24 (ull. 2. For raitNall tdtes other than ihose listetl, determine the allowable roof area by dividing ihe area 9iven in the t inch/hour (25 mrn/hour) column by the desired rainfail rate. 3. Vertlcal piping may be round, square, or eeetangular. Square pipe shall be sized to enclose ifs equivalent round pipe. Rectangular pipe shsll have at least the same cross-sectional area as i4s equivalent round oipe, excepY that the ratio of its side dimensions shall not exceed 3 to 1. Q 88 : FRI 15: J8 Fe1.T 6123384840 SETTER LEACA&LINDSTROM STORM DiiAffVaGE Table 11-2 TABI,E 11-2 Sizing of HorizanEal Rainwater Piping Size of Flow at Mazimum Allowabie Horizpnta! Pro;?t;ted Reo€ Areas Pipe, ifB"/k. Slope, Square Feet at yarious Fla!!t!a[! RaUrs inches gpm 1"Mr a"/hr 317hr 4'Yhr 5"l!fr 5"lhr 3 34 3288 1644 1096 822 657 548 4 78 7520 3750 2506 1880 750A 5253 5 139 13,360 6680 4453 3340 2672 2227 6 222 21,400 10,700 (713 5350 4280 3566 8 476 46,000 23,000 15,330 11,500 9200 7670 10 860 82,804 41,460 27,600 20,700 16,580 93,800 12 1394 133,200 66,600 44,400 33,300 26,650 22,200 15 2473 238.000 119,OQ,3 79,333 59,560 47,500 34,550 1 avorW ~ ~V Size ot FIO+X 8t ~ABxemum A!ltwakte :?~:'Exs.^.4a? Prc ¢cted Rao! Aress Pipe, 1/411[tC. SIOpe, Sq77are Fa,°,: a! :°a::btlS Rflicof8l9 R72e8 lnchss gpm t"Phr 2"!hr 3°f::: 4 ';h: ;"fhr 6"7Ae 3 49 4640 2320 1546 1100 928 773 4 190 96,600 5300 3533 2650 25t0 1786 5 1196 18,880 SSAO 5293 4720 3778 3146 6 314 30,200 15,900 10,066 7550 6040 5033 8 677 55,200 32,600 21,733 96,300 13;040 10,866 50 1214 116.800 5H,400 38,950 29,200 23,350 19,450 12 1953 188,000 94,000 62,600 47,000 37,600 31,350 15 3491 336,400 168,000 112,900 84,000 67z50 56,000 Size of Plow at Maximum Allowable Horizontal Projected Roof Areas Pipe, 1/2"!k. Slope, Square Feet at Various palnfall Ratcs inches gpm 1"fir 2"/hr 3"fir 4"!hr 5"fir 6°!hr 3 68 6576 3288 2192 1844 1310 1096 4 156 15,090 7520 5010 3760 3010 2580 5 278 26,720 13,380 8900 6680 5320 4450 6 445 42,800 21,400 14,267 10,700 8580 7940 8 956 92,000 46,000 30,650 23,006 18,400 95,326 10 7721 165,600 82,800 55,200 49,400 33,150 27,660 12 2768 266,400 133,200 88,800 66,800 53,200 44,400 15 4946 476,000 238.000 158,700 119,000 95,209 79,300 MOIES: 7. The sizing data for horizontal piping is based on the pipes flowing #~JIL 2_ For rainfall rates other than those listed, determine the altowable roof eree by dividingtlr6orea gIVer, in the 1 inch/hour (25 mmlhour) column by the desirqd rainfall rate. Roos 89 02/01/02 F%2I 15:49 FA% 8123384840 SETTER LEACH&L%NDSTROAf Anl_nFNDUM NO. 2 WALGREEN'S STORE No. 06883 Youngfield and 32nd Wheat Ridge, CO CONIMISSION NQ: 2218.91 nATE: February 1, 2002 SETTETt LEACH & LAIDSTItOM, INC. ARCHITECTS & ENGINEERS 730 2ND AVENUE SOUTH, SUITE 1100 MINNEAPOLIS, MINNESOTA 55402-2454 Tbis Addendum is issued to modify, interpre4 or supplement the Bidding Documen4s and is hereby made a pazt of the Bidding Documents. Please attach tfis Addendum to the Project Manual in you~r possession and insert the number of Lius Addendum in the Bid Form. The following changes to the Project Manual and the Drawings shall be made a part of the Contract Iioctunents. ***N07C]E: TIiIS ADDENDUM DOES NQT CHANGE'EYiE BID bA7f1E AND TYME*** DRAWINGS 1, New Drawin¢s This Addendum No. 2 issues Drawing Sheets RA001, RA002, RM002, RM003, RM004, RM005, RM006, RIVI007, RE007, and RE008, dated February 1, 2002. 2. Dzawine Sheet A0.1 a. A41/A0.1; add leader pointing to pipe bollard ond note, which reads "BOLLARD TYP. - s~E WAo.1°°. h. t!E 1!R0.1, add reference to gas metea between Tote Storage Enclosure and grisl i. Coordinate locaaon wiih Shee4 F7.2. c. At 1lA0.1, add two pipe bollards to protect the comers of the angled wall at gid A-4, and one pipe bollard to protect the gas meter. Requized bollards are (1) at Door J; (2) at Dooz S; (l) at walI corner grid A-1; (1) at gas meter; (2) at Tote Storage Enclosure; (3) at Compactor Enclosures; and (2) at angled wall at grid A-4. d. A4 7lA0.1, delete vertical dimension that reads "3'-0" @ DRIVE THRU". e. At 7/A0.1, chan-ge note to read 116" DTA. STEEL PIPE SCH 40. PROTECT WITH ONE COAT PRIMER AND ?AINT TO MATCH Sr-FRRA TAN". Addenduxn No. 2 Page 1 Com. 2218.9.1 Issued February 1, 2002 Walgreens Youngfield and 32nd Wheat Ridge, CO R007 02/01/02 FR% 15:40 FA% 6123384840 SETTER LEACH&LINDSTROM 3. brawingShedt\l.3 On :co: p.an, between grids 1-2 and A-B, delete reference to Wzter heater flue added by Addendum #1. Water heater changed to electric by this Addendum #2. 4. Drawing Sheet A2.1 At 4/A2.1: a. Delete Keyed Noie 11 a? Phannacy wLdow. Elements at sides of window are Flexible Delineator Posts, as shown on Sheet A4.4. b. Change vertical dimznsioa to invert af overflaw s.;apper &om 18'-5 to 18'-6 5. Drawing Sheet A4.2 Change dimensions at 4/A4.2, as shown in attached Drawing Sketch RA001, dated February 1, 2002. fj. Jarewing,Sheet A43 Change Door Sehedule as shown in attzehed Drawing Sheet RA002, dated Pebnaary 1, 2002. 7. DrawfngSheetMl.l Deleee 3" flue from gas water heater, as shown in attached Drawing Sheet RM002, dated Februazy 1, 2002. 8. Drawing Sheet M2.1 z. Add EWH-3 to ELECTRTC WATER HEATER SCHHDiJY B, as shown in attached Drawing Sfieet kIvi003, dated Februury i, 2002. b. Delete NATURAL GAS WATER HbAYLR SCTIEDl73..E in its entireYy. 4. Drawing Sheet P1.2 a. De!ete ga.e piging to deleted gass water heater, zs shown i+± Qt±PFhed Drawing Sheet RM404, dated Februa-ry 1, 2092. h. Revise KeyeB Nc.e Z, as shoun ;r. attacked ITrawiag Sheet RMO04, dated Febnary 1, 2C102. 10. Drawing Sheet P2.1 a Change detail 31P2. i as shown in attached Drawing Sheet TtM005, dated February l, 2002. b. Change detaii 4/P2.1 as shown in attached Drawing Sheet RM006, dated February i, 2002. c. At detail 8/P2.1, change Domesric Water Riser as shown in attached Drawing Sheet RM007, dated Febnuarv t ; 2001 Addendum No. 2 Page 2 Com. 2218.9.1 Issued February I, 2002 Walgreens Young&eld and 32nd STJ"heat Ridge, CO R008 02/01/0: FRI 15:41 FA% 8123384840 SETT£R LEACH&LINPSTROAS 11. Dlaw+np $he_.t Ft .2 Add power w±*+ng and eircuitina to FWH-3, as show.! in att2ched Drawino Sbeet RE007, dated ie'r,ruary 1, 2002 12, Drawine Sheet E3,1_ Change Panel LP-4 for EWfi-3, as shown in attached drawing sheet RE008, dated Febniary 1, 2042. END OF ADDENDUM nridendun No. 2 Issued February i, 2002 PAgs 3 C'nm. 2218.9,1 Waigreens 1'oungfield and 32nd Wheat Ridge, CO R009 omioxioz FRa 15:41 Fes si:aaeaaao sErrER LEACx&ciNnsxRom laoio 02/01/02 FRI 15:41 FA% 6123384840 SE'1"T£R L£ACH&LINDSTROM IR Oll a O 2 cn p ~ = N ° co = z ~ 0I o ~ i z J 0 N Ud > o w ppa < ~ r> z o ( Z m a U N m F ~ J ~ 7- < O CJ3 i[i ~ c~ ~ O N In --t F a - ` ° Z ~ . ~ ~ ~ _ ~ N yl~ m ~ o ~ = M W L~ ~ ~SSa ~ ~ w o - x ~ ~ ~ = W m a a ^ I N O ~ w 16 - O ~ W 0 ~ ~ w O a 0 W~ 3 w ¢ c) w~ Z x . ~ 0°~ 0 ~ Z a W OO O J W J ~ i ~ K ~ Z x d [n U t N ~r O ~ s o J ~ Q C m Z O z In ~ Z N ~ ~ ~ = z f ~ 2 U ^ J Q (7) F ~ W Q ~ ~ 2 ~j ~ ? Z ¢ O ~ ~ o ~ ~ st~~ ~ r c a Z a ~ n n ~ j ~ f!1 ~ (1} J ~ cV kUa 6 r~ xi Q ~ ~CV ( /j of\ m M ` ~ 2 ~ Q t m h ~ m W m ~ ~ ~ O O N W d G. O 41 O7 . . ~ w Q O . < U w U W ~ p ~ i03 M a Z N Z c fj il ~c~ ~ W 0 0 W L , ria 6 S S d V U ~ (/1 W O ~ ~ Q N - 5 ,9 , aKe".^,:7 NUM. ❑ AOO w SMEET NUM. < l1`"F ~ . 02/01/02 E'RI 15:42 FAS 6123384840 SETTER LEACH&LINDSTROM _00 =co x x N N O ~S `L U U , My O O 00I\ ~ ^ \ ~ . \ . . ~ . . . . - ~ ~ . . L . ~ . ; c~ ; 00t~ . , . . ~ ~ m_ 09 N O ~ 6 U ~ N m ~ ! ! ~ . . . ~ ~ 00 ~ : . ' ~ o ~ . ~ . LO . I. - N . . . . ~ U NI V~ < . - : ~ U ~J ls M N o I~ 4 O~ w~ tZilL~ V Qz "'r- lis:eii~ 001 o °o ~a z `O o- t . wa <r `°o ~ - ~z ~ ~o x j< `U 00 opQ . _ ~ Na~ V1 6 a . ~ ~ X ~ ....~....I . 7 . C c0 ND . ~.0~ . ~ b . ~ 'o ~ . i ~ ; ~ ~ n cv i -a ~ ~ I NQ d O . ~ j pp . ~ 2~ Vl in n ~ 1 e ~ ~ 0. 0 0 .j 1.1 1 1..ib ~ ~al1 ~ee~~ I.I.IJa~ ~c< ~y e Q012 8 SE 0 N ~ I~ ~ O la \ ~ N O W cy c ~y an m1g~ a=a M1v1 02/01/02 FftI 15:42 FdY 6123384840 S£T"i'ER LEACH&%.INAS'S'ltODf INia amr-~~ o ISI \ o a ~ a~ N N N U~ ~ 6 e, G ~ V1 Q ~ o~o ~i n`od 'um ~ ~ n ~ ~ ~ ~ S8( ge < 0 M2.1 odioiioz FRa 15:42 PAY 6123389840 4 ~ o Q Y I' ~ C Q r ~?w ° T ~ I a~z ~ J . • Z O ~ ~ 0000 W C,7~ W W nF]~ aQ~0 ~1.W. V1 Uf V O X Q Q Q Z N W oC7 ~n _ m ZE ~ ~ ~ ~I ~ N N ~ N sETT€R LEaca&caxDsTRou 4 ~ . D ` I . . . . N ~ ~ ~ ~ a O ~ N > /L~L V ~ 71 ~ O m , LLO ..r.:.. . ~~II a 4 . . . ~ ~ L f9ital ~ Q Q d ~ . I I a-N ~ N y , j ~ . . . r 86 N N raox4 sm 0 N ~ I \ Q \ ~ N ~ N N ! C.~ 1..8 U Ln Cif ~ w r U Q ~ a U w ~ U) CN V Qa N d f- C? ~ Lli ~ _ ~W C) ~E N Z a p <t o a w ~ `6 Lj (A = J w ,a Z ~LLJ w~ ~ ~C~ ~7.. c) W ~ ~C) ujW FCJ~ w vl SHEET NUM. 02/01i02 FRI 15:43 FAX 6123384840 SE'a"SER bEAGH&LINPS1ZtOBS U015 om' 8 €z° O N ~ a N N~ O h U = Z Z U ~ U ~ Y w ~ N U Z o 3 0 C)o cr Z J z a V) z O ~ Qg ` R L - O ~ I W H U, W z O ~ (r W 0 0 W k ~ F j X O WW ~ J Z 4 O Q O ¢ W ~ W ~ll 3 1- O ( Z I w- U O w C) > ls 4 w ~ i._ w LL OZ4 ~J4 Z a m a O ~ T- ~ W z: cc W F- 3: VJ d..J ~ ~ ~ ~ J ZZ 8 ~V lz~ ~ (1 4 9 ~ 4 aM tpN~ C ~Vl o ~ {b c ~ ~ W ad Z V]....I-M P2.1 oz ox oz Fxz 15:43 FA% 8123384840 sExTER LEacH&LaNnsxRoU Qoxs r ~F et: oW °nwi Ly N Z<o aa Q ~ d a¢ I a0Z I EZZ i Wm~ amF ~ - ~ ¢ i o¢? I 3a"_ ~ ~ H Z ' Ow0 I 0 0 I UfnU I ~U J I ~ ' I I I I 1 ~ I I ! W 7! I a > l- 0 N O ~ z jr J q J vavi w ~ a=~ U 'r)oV, ~ J v0 H w~g >Qw 0z2 a¢cn OW Z ~ J K ~ W a J a(If W cr LLi S ~ w LI) Cif aa ~ w H Q w 2 z W ~ Q 3 O~ ~oa ~ Q~3a¢ >~Qfa= 4-z J Z W N wt`O~J K O Of mzo Z Nd~0.~ ~ fk~ 0m LLI a0 O~zx~ ~ w c=Z c~i~ v~i a 4 ?0030 ~ Z y 0 J U d W > Z Z ZO a 0f W oU) 0 n$ 2 `~a O9E ~ J a W W z~a ~wo ~~w . a= W W N Q zmLj~ Z 0 W U 1 ~of 0~ ~ Z a O azc~Z F' Q F- ~O~C m ~ Z ~a H 0~ H Q 3tx o ~ W 0 LU F- I ~ ~ ~ 3: IN U 2 rr U J U W a -J y i.f.i z ~ ¢ I ~ ~ U lx N Q ~ ~m na 0 Cy ~~p ~ -4 r Ia ~ P2.1 ~ Z O = Z N -D 02/01/02 FRI 15:43 PAY 6123384840 SETTER LEACH&LINDSTTtOM la 017 0 N Q N ~ a ~ W N N N ~ Z U z O ° ~wQ (A OQ ~ gw Omu VO O~ OU T Z J ~ Q O J a O > K 0 N > Wr Zm o H ~W Q Z ZW X > ~ Z >Om W ~ Oa ~ ~ w0 a ao o ~ ~ ~ ~o~o~ ~t+ U~ UU (Yj L+~ U - 1 O ~ W W }rm ~ j 4 1 V 2 F- V1 -~N Z O ~ O U ~~N D ~ 4 ~ f= ~ > p r I O z , z V¢ w » y : ~z o N Z ,Q ~ W U 0 ~ ► ao ~ ~ Z 1 U N 3 Ln a ~ a J , ~ p W ~ N U Z ~ Q 1 ~ N N ~ p~ a ~ w a Y J U ~ 6 m W W J 0 ~a > a W Q 0 c~"' ~ Zm N ~ v Q ~ ~ w~ Z ~W aa a ww p~0 LKU1 W Z 7 UWa: In0) O L1 o ~ Q O xa~ a3 0 0 ~ ~ cc W ~ ~ ~ ''e cr) W 0 0 Lsef ~ A F ~ IF] < J~ ai d2S$ Gm ~ {N~ c9i¢~ 2g~~~= 0:t 6' 2.1 02/01/02 FRI 15:44 FA.Y 6123984840 SE'b"L'£R LEACH&LINDSTROM 0018 ~ h ~ N N 18 H ~ r B 9. g~ aas am a~ ~ ~ "~c~~ i SKETCH NUM. E1a2 02/01/02 FRI 15:44 Fr1A 61E3384840 SE1"fER LEACI[&LZNAS'I'RODf @1019 Y Z N V f V O m ~ NV r~ nm tin tV XN .~~~.°In N yS~ 1 ry y ~ ~ \ l U ~ y e~3 J R V ¢ ~ ~ O i1 G, O 7 ~ ~ ~ J ~ 4 7 m O ~ ~ p J Y 1 1 a ~ ~ K o ~ F 4 a ~U $y~ Y < 4 ~ d' Y ~ H ~ ~2 0pd ~i~ ~wi ~ a ~ C CC ' II $ ~ ~ s ~ V ' ^ J ~ ~ g g ~ ~ ~ 0 C Om 1 ( n ~ N B m N rv a ~ `4 3~r ag `..n ag oa n,~ ~°n R n rv Q as ^ U ~ m w . N ~ V ~ ~ p M1 ~ ~n R n n n R °10 Si R g A G c ur 3~ o~ ~ O W ~ m s I ~ o z [~y z tl ~ q V Q Y 0 V N U'~ ' y~ y 4 J~ d O ~ 3 4 ~ 6 ~ S J z ~y ¢ 1 1 1 1 y~ ~ 1 ~ n y W 0 Z ~ ~ ~ 3 ~ ~ ~ # ry N Z u W d V K }e ~ CJ~ ~ =n nT jy c~i y~ 1V prii7i n nH v ° a 9. l d ~ Q`a ~ N ~ N N b ~ ~ r 0 I 0 ZP ~ ed E3.1 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number 13399 BUILDING INSPECTION LINE - 303-234-5933 Date 2/5/02 CITY OF WHEAT RIDGE : 7500 WEST 29TH AVENUE WHEA'i' RIDGE, CO 80215 - (303-235-2855) Property Owner: WALGREENS #6883 Property Address: 12700 W 32ND AVE Phone: Contractor License No. : 17643 Company : Lite Rite Signs Phone: 940-7118 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $300.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $23.50 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or plan Review Fee 00 : $0 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 Use TaX : $4.50 application, and that I assume full responsibilyit (or com iance with the Wheat Ridge Buiiding Code (U.B.C.) and all other applic l abp'~ eidg ordin c~~ , for work under this permit. . Total $28.00 ~ - ~7_ (OWNER)(CONTRACTOR) SIGNED DATk: _ -O fi _ Description : INSTALL TEMPORARY 4' X 8' S/F WOOD SIGN 8' HIGH "WALGREEN'S COMING SOON" mm BUILDING DEPARTMENT USE ONLY -offigffivmmm SIC : Sq. Ft. : Approval : TRC OK. 1 FEB 02. SIGN MUST BE PLACED ON WALGREEN'S Zoning : PCD PROPERTY, AND OUTSIDE THE SIGHT DISTANCE TRIANGLE. ~ Please Note: W/ NOTE Owne*/ contractor is responsible for locating propert; Approval : DM lines and constructing improvements according to the approved p(an and required development standards. The City is not responsible for inaccurate inforniation Approval : submitted within the plan set and any constructicn errcrs resut~m r Occupancy : Walis : Roof : Stories : Res~c~ei~j~'ffiYtt"s=F'_it~for~^ation. Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permitwas issued in accordance with the provisions set forth in yopur applicatian and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinanws of the Ciry. (2) This permit shall expirn if (A) the work authorizetl is not commenced within siMy (60) days from issue date or (6) the building authonzetl is suspendetl or . abandoned for a periotl of 120 days (3) If [his permit expires, a new permit may he acquiretl for a fee of one-half the amount normaliy required, provided no changes have been or will be matle in the . original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (7) year, full fees shall be paid for a new permit . (4) No work of any manner shall be done thatwill change ihe natu2l Flow of water causing a tlrainage problem. - - (5) Contractor shall notiTy the Building Inspector hventy-four (24) hours inadvance for ali inspections and shall receive written approval on inspection card 6efore . " proceediing with successive phases of the job. - (6) Thiksisuance of ermit or the appmval of drawings antl specifications shall not be wnslruetl lo be a permit for r~pr an approval of, any violation ol the ilding codes or any other ordinance, law, rule or regulation. ~ Chief Buildin Inspector 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: /rlw(~~jQfy~/~' ~66 p j 12160 W 320 Property Address : 9F~ Phone : Contractor License No. : 176 ~13 Company .G '/~(:s~U,!57 Phone :~~-9 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y that the setback distances proposed by this pertnit application are accurate, and do not vwiate applicable ordinances, rules or regulations of the Ciry of VYheat Ridge or covenants, easements or reslrictions of record; that all measurements shown, and allegations made are accurale; that I have read and agree to abide by all conditions printed on this application, and that I assume (uli responsibility for compliance with the VJheat Rid9e Building Code (U.B.C.) and all other appficabie Wheat Ri e ordinances, or work under this perm/it. (OWNER)(CONTRACTOR) SIGNED DATE /`Z, "OG Description : ~/US~/~u ~~~W ~ Gt~~10 Approval : 1?~ (!9) Zoning S~r. ~alf_rlt_r~Te._ ens_ rv+e. Approval: P_ab-IM Approval : Occupancy : Walls : Electrical License No : Company : BUILDING DEPARTMENT USE ONLY Construction Value Permit Fee : Use Tax : Total : $0.00 SIC : Sq. Ft. : l Ceb oy YY..Si bL plau.a o- W al,recr+5 ?~ep e~ ~v.d o,rlli.ls. sSht d+s~+..cc 'fy~v. Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnd was issued in acwrdance vnth the pmvisions sel foM in yopur apDliwtion antl is subjeq to Lhe laws o( the Slate ol Colomdo and lo the Zoning RegulaUOns and 8uilding Code of Wheat Ridge, Colo2EO or any oNer apDlicable ortlinarices of the Ciry. (2) This pertnil stuil expire if (A) the work aufhonzed is nol commenced within sixry (60) days from issue tlate or (B) the building auNOnzed is suspeMeC w a0antloned fw a period o1120 Eays. (7) II this permit expires, a new pertnR may be acquired !or a fee ol one-half the artaunt nwmaity required, provided no changes have been ot will be made in the onginal plaiu and sped(cations and any suspension or abarWOnment has mt exceedcd one (i) yeac If rhanges are made w if suspension w a0andonment ezceeds one (1) year, full fees shall be paid for a new permiL (4) No work of any manner shall 6e done that will Uiange the natural Bav olwater causing a dainage problem. (5) Conlractor shall rwlify the Building Inspector twenry-(our (24) hours in advance tor ail inspections and shail receiva written approval on inspecUOn card before proceediing wiTh successive phases ot ihe'ob. (6) The issua f a pertnit a Ihe approval o~Erawings and spetlfications shail not be wnsWed to be a pertnit Iw, rror an approval o( any Wola6on of Ihe provisions . ol the builC' COdes Ot any othet oNinanCe, law, tUle or regula6on. Chie Buildin spector For Mayor THIS PE IT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 02/01/2002 11:0' 3039409193 Wit Ktlt JI411,. ItIC. k._ 5410 (f1GHllS #{i AttYA9f#. CA. 80003 303-9•40-7118 FRX 303-440-9193 COVER SHEET To: , ATTN : 2P%D V N / " ' c7'/ ' r74/v LITE RITE SIGNS INC. r PoM: --7,A MESSAGE: r.. ~ PAGE 01 TOTAL PAGES /1 ~(INCLDDING TRANSMITTAL) E7Z/ 71{ YtluZ 11: uZ 3JJy4t]717~ • ~ ~ Ll I C ISl I C JIUIYJ 11Y1.. 1-HVG GL ~ (~udt+Acorr:s ai}~ ~ ~'/,4EiOiV 7'" ~ /t'`°verf/ ;--.,__M_.__.. ; ; ~ --r , d~ ~ , ~ , ~ c DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13367 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/23/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NET LEASE DEVELOPMENT LLC Property Address : 12700 W 32ND AVE Contractor License No. : 21177 Company : K R Swerdfeger Construction, Inc. Phone : 719-547-0242 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNEDGG~1/'~L,~ DATE /-z jU z Description : DEMO OF BUILDING Phone: 612-313-2500 Construction Value : Permit Fee : $50.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $50.00 Use: mm Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (7) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Rid9e, Colorado or any other appiicable ordinances of the City. . (2) This permit shail expire if (A) the work authorized is not commenced within sir1y (60) days from issue date or (e) [he building authorizetl is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new permit may be'acquired for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifcations and any suspension or ahandonmen[ has not exceedetl one (1) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall he paid for a new pertnit. (4) No work of any manner shall be done that will change ihe naturdl Flow oFwater causing a tlrainage probiem. (5) Contrac[or shall notify the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The i a nce oit or the approval of drewings and specifications shall not be construetl to 6e a permit for, nor an aPPmval of, any violation of the •.p~ io ng cotles or any o[her ordinance, law, mle or regulation. , Chief Buildin spector of,WHEqr - DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ; PQ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ m CTTY OF WHEAT RIDGE 7500 WEST 29TH AVENiJE ~~CORPO~ WHEAT RIDGE, CO 80215 - (3,y0H3-2H3p5-2p~85t5,y)5~gA 7~~ ' - 4~3"i'~si4~dd N~1 Property Owner: 01GC-4Se Property Address: /47,d 3 L"IC! Phone : Contractor License No.: _ comPany: le'e Sa,reAi%g6eal-o i"niys/. Phone: 1~779-5~/7 EJZ y~ OWIVER/CONCRACl'OR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thatthe setback distances proposed by this peimit applicalion are accurate, and do notviolate applicabte ordina¢ces, mles orregulations of the City of Wheat Ridge or covenants, easements orrestrictions ofrewrd; that allmeasurements shown, and allegations made are accurate; thaz I have read and agree to abide by all conditions printed on this application and that I assume full resp sibi(iry for compliance with The Wheat Ridge Bvilding Code (U.B.C) and all other a p wab(e Wheat Ridge Ordinances, for work under ttis pe:mit , . A, A ~ Construction Va1ue:$ Permit Fee:$ Plan Review Fee:$ Use Tas:$ Total:$ Descriprion: v ' f U BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: .ff~') L2-- Zonirig: BUILDING COMMENTS: Approval: 't'v ~L PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof. Stories: Residential Units: Electrical License No: Plumbing License No: Company: Company: Mechanical License No: Company: Expiration Date: Eacpiration Date: Expiration Date: Approval: Approval: Approval: (I) Tlris pelmit was issued in accordance vrtth the orovisions set fuRh in yow anplication and is sabjec[ to Uie laws of the State of Colorado and to the Zoning Regulaaons a¢d Building Codes of Wheat Ridge, Colorado or any otlier applicable ord'wauces of the City. (2) 17us pumit shall exp've if (A) the work authorized is not commenced withi¢ sixty (60) days from issue date or (E) fhe building aathoriud is suspended or abandoued for a pedod of 120 days. . (3) I£this pecmit ezpues, a new peimit may be acquaed for a fee of one-half the amount nocmally requ¢ed, Provided no changes have been or will be made in Poe originalplavs andspecifications and anysuspeasion orabandonmwthu notexceeded one (I) yeaz. Ifchangeshavebeen ox ifsuspension orabandonment exceeds one (I) yeaz, £WI fees shall be paid for a new permit. (4) No wock of any manner shall be done thatwill change the uatural flow ofwater causing a drainage problem. ' (5) ContracrorsliatlnotifytheBuildiuglnspec[ortwenty-four(24)homsinadvanceforallinspecROnsandshallreceivewrittenapprovaloninspectioncardbefore proceeding with succusive phases of thejob. (6) The issua¢ce of a peimit oc fLe approval of dtawings and speci5cafions shall not be consixued to be a pe'mit foq nor an approval of, any violafion of the provisions of the bwlding codes or any other ocdinance, law, cule or reguladon. Building Inspector JHN-Gb-GbbG ll~bl btl"IrtK LKHKt dbJ tlGJ lGbb r.bG/bG Y ReewmAt ESTAC SERV/CES, tiC. Onp Tabor Centes, 1200 17th St., Suite 570, Denver, CO 80202 Phane (303) 825-8500 F,0.X (303) 825-7200 Januory 23, 2002 YtA FdCSIMICE (303) 236•2839 City of Wheat Ridge Wheat Ridge, CO RE: To Whom It May Concem: Please occept this letter os outhorizotion from Drake Real Estate Services, Inc., the previouslandowner of 9he above-referenced parcels, that K.R. Swerdfeger may demolish the above-referenced buildings. Should you have Qny questions, pfease feei free to contact our office ot (303) 825-$500_ Sincerely, DRAKE REAI ESTATE SERVICES, INC. l AJon Houser TOTRL P.02 . JHIV-GJ-CGUG 11•~l JCI'IrCR URHYC JGJ OCJ (G~G r.Gl/GG DRAKE ~IAL E~ATE~~~~~~~~~ ~~Vo 9ne Tabor Center, 1200 17th St., Suite 570, Denver, C4 80202 Covershe'et - ~on Hauser OJon Naru~j OJeanns Rooney FRatl~: . . ~ FAX: . Z.~ PHOPi6: 303.825.8500 . FAX: 303.825.72w DdTE: RE: ~ ~ • CC: O MESSAGE: . ~ PAGES, IPiCLUDING CaVER5HEET NLD NET LEASE DEVELOPMENT LLC January 14, 2002 W W p RE: Demolition of building at 12700 West 32 n tl Avenue Wheat Ridge CO Demolition of building at 3150 Youngfield Street Wheat Ridge CO To Whom it May Concern: Please accept this letter as authorization from Net Lease Development LLC, owner of the above referenced property, that K. R. Swerdfeger may demolish the above-mentioned buildings. If you have any questions. Please feel free to contact me at (612) 313-2500. Sincerely, Michael Fraser FiFrY Socrrx SixTx SrxEar, ScnTE 1480 • MMNEnroLis, MN 55402 (612) 313-2500 • Fnx (612) 313-0136 FP.G.1 BRENDR GODFREY FFX N0. : 3933774139Dea 21 2001 08:37RM P2 ,iY1" ;x;S :<Uvj F'.IG+Vu ~ 12l04f200! ITa64o44"PGa 001-003 • PR6E fEEe 15,00 DOL.PEE: 32.00 . kECORDED IN JEFfFRSdN COUNTY, CQLORRDO • - 9BECIAL PlAl2RAStTY DEEDSTATE OF coyCAAtiO 9 4 CCUNTY OF JEFFERSON 9 TOC-DS coM&P.xY, a Delawaxe corporatioa ("Grantor"), foY and in considezacion of the su[tt of Tea 8nfl ATO/100 nollaze (S2o.00) an@ ot]ler J valua::e cansider2Cian tc tte underaigned gaid by the GranCee hezain p. r.amea, the raceipt and suPficiency ot ahich is hmreby acknoorledgea, has GttAllxED, scLo AvD cOwBYED, and by thesc p_eaeats does G&ADiT, STaLL AND coNV6Y unto bRAKE RXAL &S.CAT8 9ffi2VTG6S, LLC, a Celeradp limited lishility company :"Grlu'tE2e"), whose a4°dYQSS isoRe Tabor CEater, 1260 17a StTeOt. suiee 570, Denver, Celorado 84202, the pzogerty located at 12700 West 32'4 Aveaue, Wheaer:Cge, Jefferaoa CounCy, Colorado, more gE6zticularly described as fcllowsa: That pazt of zhe A7orchwest one-guaYCGr of the Northeas= oaa-quaz:er of the soutbwest oae-quarter of Section 29, Township 3 3outh, itanq9 69 WeBt OL the 6u` H_HI „ describBG d8 ~ folioWS: 8egianing aL anoiat 22~t.5 feet 8aet of :he Norchweat cnrner of the Northeas:. oa~-quarzer e4 the Soathwaat one-guarGer of 1,,~! ~ said 9eCtiOr+ 29; thence Ea9t alnnq the Easc-Neet ceatezSine of eaid Sectioa 29, a distauCe of ise.ee feet; theuce south at Vim zight aagles to said caateriine 290.90 Eeet; thence Wc3t sa$ do. paZallel with :.}ia aforesaid Sast-ATeat caneerline 150.00 feet; thence ATorth 190 fect, mosa or less, tu the point of. - bmginning, EXCEaT the NortheTly 40.QO feet ther¢oP as deecribed in deed recorfled :.a sook 1e36 at 8age 28, of the Jeffereon CounCy Records; togeener wich all impxovemeyte ana fixtures iccated thereon and aIl hereditamenta aad ampuzmenanaes thereto in anywise beloaging {the "2TOpB_t17") The sxoperty is 5eseby restrioted to prohibft its uae for the sale or stormge vf gasolina or d'_asel £uel Ler a period o£ tea (10) yeazs fram the date hcreof. GXariLOT rias not tRdde aa@ does aot m3k8 any d9aertions or nonaasertions, repressntatione, warrasitiea oz Coveasaee oE aay kiad oY chargCYnr {yr,~,xtaoecpY; whPtliwr u_xpprmag cT jmpiig~,l, u,lltki re,apenY tn th-0 auality or coadition of cha propea:y, the euitsbiiity of the Propezty for any ane R11 activitiea arid ueae which Suyer may eoaduet CY.areon, comji2.zsiic2 by the Propercy wiCII auy laws, riale3, erd'ananeea, or reg1tSati:ons o't any appl'_eable goveznmantal authozity or habitability, mereh'anCabilizy, or fitnesa for e 8articular purpose, aad speci£ically, ~rantor doea not make ar.y representations regarding hazarfloua waste, as de£:r,~~. ~y Elie Solid waECe Disposal acc andthQ regulaeioxte adoyhed LtSCS~under; ox the U.S. Envixoumental Proteotion Agency regulationa, or '4/(~y ~~lQflRIL 6ROM : HRENDA GODFREY FA:; tJO. : 3933774139 Dec. 21 2001 08:38RM P3 UI+Ji1:,C I4.''d.5/U4 the disposal c: any hazardoua waste or any oeBer hasardous or toxic substances ln or on t]:e Propezty. EXCepc fcr che waztaaties exprasaly coatained Yerein, the ?snpezr,.y 3s hexehy so1d, traiasfazred, and aBaigned t0 GraaLeE "A$ I3° aad °W2S8 AY,L B,ULTS." 1 'LO HAVE AND TO HOLD th9 a6ove-described Progerty, togetheY StiL?1 ell (f and singi_ar the right.s and aLppurtenanees zhezeto in aaywise belong3ag, uato the sai:: GranteG, it successors and assign& £orevar, excepting all outatanding mineral inCeseBts, anB subjeCt to* 011 enaeimets, 5-1--,44., - - --~r____...., ,...:,a:. somi _ _~_:s..,.d.~~••.,a~ Y .tika a& s..,. _ ar ^ mayp 8IId t1YGS aAGI a&3@6B/0.NSitffi which aecn:a ar.Z fallduc and payable aECer the dgte hereof. *those items aet rorch oa Exhfbie "a" actached nereto Gran~or shall and will WARRANT AND ?ORE'J8R D8S8NB ail and siagtxlar the said Property uato the said 6rante.e, its suceea9cra and asaigna, againat every gerson whoauoever lawtully claimittg or to claim the same oT Rriy part th8lCOf, Sy, througl.l 8Ad under br6ator otYly, but not otherwise. Dated tv be effective November 30, 2001, TOC-DS COu=tSY, a nelaware cazparation BY c reeident 9TATS OF TEXAS COT}NTY QF BEXZR The fCxegoing insLrumantnwas ar. oaledged beTOTe me Lhis ZS day oY KoVembeY. 2001 bg Bis ws 14gdtmm a~~~ akfi vlce Pzesi.dent of ^_'OC-DS COMPANY, a Delaware cozppratioa, ou beha°1£ of said CoYgoration. »o, aaaxaaaaaaaaaao~v,v,wn N, KEVtN KlN4 ~ p~ ~°~T~ Notsr Public, state f Texas ~ ~ LYrrYU. F~1, 47•99/2ppl~ . MY a~mm ss n`6~e~xp~.`6fra~."e `f wEter zecording return Co: DrakA R@al&n'tata ServiCCS, LZC Attent'_on: JoR HausEr, Laanager One Tabor i:entar 1206 17`y StreeC, Sui;.e 570 Denaer, Colorado 80202 FROM : BRENDR GODFREY FA`l, N0. : 3933774139 Dec. 21 2001 0S:33AM P4 -ci~r''i;.R Dkril:t .;W :JU F'.b4'Nu . . ~ . s EtT •,8" Ucr Order Na A88769085-6 T~ ANY TAX, LIEN, FEE, 08 q55ESSMHN7 BY Rfi.9SON OF INCLUSIQN OF SUBJECT PROPER'SY IN TFFE NORTHWEST LAKEWOOD SANITA'fION DJSTRICT AS EVII3ENCED BY WSTRUMEtVT RECORDED NLY t7, 1.467,1N SOOK 1952 A7 PqGB 57. 7'HE EFFECT OP MAP RbCORDEA NOVFAfB&R.25, 1987 UNAER RECEP't'[OM NO. 87142381, UTILlTY &ASE.VEM' AS GRANYED'f0 PUBLIC SERVICfi COMPANY OP COLORADO IN WSTAUMENT AECdRDED MaY 31, l990, UNDER RFCSPP[ON NO. 90045017. roraL P. 04 ~ cr~ X N ~ o. 4 y c~ ~ d ~PZ~ y ~ ~ OaCUb w ; yr< µ a m n N QC O ~ _-r m u N O CL] C ~c c C y c ~ z m m ~a~ b ~ ~ = n ~C ~ `~O C M O v O -73 °o \~~o aE Q ~ y~ o ^ C ~Vr 4 'n -4- N~a i ~ r-z, ~ ~ ~ u ~ ~ V ~N p7 m C7 ~ f) p o x Y IU 0 M P m r [+I YOS $ c~ n ID < t7' N• 1 1~ fl ~ m W N C` 0 n b ~ K C ~ . ~C z' • f.t . ~ ~ V n~ C. c y ' ~ 4 M ~ !i I 2 S l^' n ,Sc a G ~ C 9 ry' x O ~ R m G' f 1 s= c c a c i 3 c~ ~ E }t c' ~='o' ~ m a Z o ° c t S c ~ f r. ~ ~ - T 7 C C 6 I - yp R n Y . ~;`~1 ~ T G . . rv ~ b 4 y~ ~ O = 1 ~ y ~ ' f S. ~ ~ Q E a n n L I W y ^ . w v ~ u rt n n ~ C W q Y e p p ~ ~ ~ C m - , ~ R w : E • ~ 4I C ~ G ~r Q] C~j' ~ s a N : Z c. ~ ti c c.r (D P+ ~ n a L 7 I ~ t N P>:.. 3 m c c Ei R. ri n i W c o ~ r @ C~ Y C: C m y q A T ' ~ C I ~ O r 'S - g1 QI G ~ n ti~ m 9 ~ m n ; c w O~ m 1 C n~ i ~ , a I T . 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D F ID 'O ^ I➢ ih n w r 0 D' RV N ni 7 r1 y tY 'G rs - o n O fJ Tt Y G :1 G9 N ~ oil N K P to m N'LI 7 y w m Na x m m 3 w N- • ~ ~ [1 ~ W (7 ~j SII F+ W D fl r4 N o m ~ n p ' P. k t n ~ ° a e o ro r n tY a w ~ a. a ~ ~ m m ~ r~R. w y ro p J n rt [t'V L - rr O C Ps tf P' fI H F' P~ ~ Y ?Q F (p PW N n r w mrr w m n ro m mn (D <4 N R' V. ti E1 L O fA y w ro R x m m m rt o m o H- rr n.~mr~x w m~- N< 1{ N O iD Y- O Y- ` ~ N Q G P ' ~G N N hi rt K o N 6 o SL rt N 4 f ' r - ~ W N H c~ 01/16/02 WED 16:04 FA% ExHtBrT B 444 CAPITAL REAL EST 01004 The Property is hereby restrioted to prohibit its use for the sale or stazage of gasoline or diesel fUe1 far a period of ten (10) years firom November 30, 2001. grantor llas not ma.de and doe$ not make any assertions or nonassertions, representations, Warranties or covenants of any kind or character whatsoever, whethet express or implied, with respect to the quality or condition of the,1 Property, the suitability of the Property fox any and all aativitiqs and uses wk►ich Buyer may conduct therean, cornpliance byitlie Property wath any laws, rules, ordinances, or regulations of aq applicable governmental authoriiy or habrtability, merch4ntabil9ty, ar fitness For a particular purpose, and specifically, grant4r does not make any representations regarding hazardous waste, as defined by the So1id Waste Disposal Act and the reg~lations adopted thereunder, or the U.S. Environmental Protection ~gancy regulations, or the disposal of any hazardous waste or any ~thet hazardous or toxic subsiances 'rn or on the Property. Except far t1ie warranties expressly contained herein, the Properiy ij hereby sold, txansferred, and assi.gned to grantee "AS IS" anA "WZTII ALL F'AULT5." 91/b 'd iELZ '°N Y1'd6Z 0i ZDOZ '9I 'Ue1. STATE OF COLORADO Bill Owens, Governor Jane E. Norton, Executive Diretror Dedicared to protecting and improving the fiealth and enviionment of the people ofColorado y~' 4300 Cherry Creek Dr. S. Laboratory and Radiation Servites Division * x 0o Denver, Colorado 80246-1530 8100 Lowry Bivd. * * Phone (303) 692-2000 Denver, Colorado 80230-6928 ~ ta26 ~ TDD Line (303) 691-7700 L t d i Gl d l l d (303) 6923090 - Colorado De trnent Paz oca e n en a e, Co ora o of Public Health http://www.cdphe.state.co.us anllF,nvitonmertt DEMOLITION APPROVAL NOTICE This approval noflce is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted September 19, 1996 and effective November 30, 1996, and the Air Quality Control Act C.R.S. 1952 & 1995 (237-101 and 25- 7-501 et seq). This notice signifies that the structure was inspected for asbestos and CFCs and the demolition contractor has properly noflfied the Colorado Department of Public Aealth pursuant to Regulauon No. 8, Part B.1YE o1uGINai, nPPROVaL NOTICE M[JST BE POSTED ON SITE AT ALL TIMES. As a contractor, you may have to obtain other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other lacal building/permitting requirements that must be met. This approval notice is valid from 01/24/2002 through 02/15/2002 The actual scheduled work dates are from 01/24/2002 through 02/15/2002 This approval notice has been issued to: K.r. Swerdfeger Construction 421 E. Industrial Blvd. Pueblo, CO 81007 For the location specified below: 12700 W. 32nd Ave. Wheat Ridge, CO 80215 Jefferson County Asbestos Building Inspector: Kur[ Streeb State Certification Number: , Expiration: Phone Number: (719) 547-0242 Inspection Date: 06/05/2001 Issued by: -P Approval Issued on: 0 1/16/2002 Record Number: 34338 Notice Number: 02JE1090D Amount Paid: $ 55 Check Number: 106602 Immediately notify the Asbestos Unit of praject modifications by fax at 782-0278 and the appropriate county health depaKment by fax. Project modifications include changes in the scope of work or the scheduled work dates. sdflw[baiv\ 1019'! Nck 91690Iaara 61091 Raek Torrey ' H:\data\docs\forms\dem07.mst 01/23/02 19:00 Fe13 16123130136 NET LEASE/{RH INV @001 NE-ArD lE~~T LEASEDEvELOP~~NT LLC n a' Da«: t Z o z (y~~F~~ Ta: ~1,7 Comp; Fax#_ Total pages (including cover page): J IF YOU DO NOT RECEIVE TRANStvtISSION PROPERLY PLFASE C:ALL (612) 313-2506. Tfie material of this facsimile transmission is subject to the attomey client privilege and is pra[etted by law. II is intendetl for the individuaf or entity named above. If the holder of this transmission is not the intended recipient, or ihe employee or agent responsible for delivery to the intended recipient, you are notified that any disseminalion, distribuGon, or duplication of this communication is prohi6ited. If you have received this t2nsmission in error, please nniitv us hv teleohone (collecl, if desired) and retum the originat transmission to us via US Postal 5ervice. ---hl~~ G~ " fi Sixth Street, Suite 1480, Minneapolis, MN 55402 Fifi; Sout (612) 313-2500 - FAX (612) 313-0136 01/23/02 19:01 FA% 16123130138 NET LGdSE/V7FI INV ID 002 Jea.23.2002 1:19PM PEtEnnonxo. Fa.HOF3No.2889 P. 4/8 , 1/23/2002 11:58:4W . 001-vve P61GE FEE: 16.00 bOC.fEE: 200,00 ' . ' FECaRpE➢ IN TEFFER5014 C007Y, COLn{:F1ti0 SPECIALWARI TYDEED TI-AIS DEED, made this 14ib day of Januaryl 2002, etween SUS.S3d R. HERITAGE, F.K.A. SUSAN MILLER,ASSOLE R. BF.CKE.R; pF,CF.ASFp , Grantor, whose add,lie.cc [5 300 ArapRboe Street, Ciniden, Colorado; apd NET LGn.S£ DEVLLOPtvI$NT, (.LC, a Belawaze ~limited liabiliiy company, Grantee, whose address is c/o Capital Real Estate, Inc., 50 South 6" Stree[, S~ite 14 , Mianeapolis, MN 55402: W ITNESSBTH, that the Gr[mfor, for and in capsi3era on of the sum of Two Mitlion DNtars and No/I00 (S2,000,000^^), the receipt and suf£iciency of iv]ilch Grantee, the following real property ip. the Cou~Ty of All of that part of the pxoperty d~scriM CQ~- Lot I, WALGILEENS AT MAPLE GR~OVE Counry of SeCferson, State of Colorado. TOGETHER witli all and singular the beredita(nents appertaining, mid the reversion znd reversions, Tmair, and all dic estate, righi, title, intues4, claim aud {iemal of, in and to the above bugained prersuses, wid( the h TO HAVE AND TO HOLD the said premises atpove t die Grsntee, its euccessors .^.nd rssigns foiever.; ' The representativas or succassors, do covenant and qree U above•bazgained premises in the quiet and peacqable I agauxs[ alt and every person or persons elaimiqg the Grazuor. <Ua 'i IN WITIVESS V✓HEftEOF, the C7rantor have THE WILLllATED MAY 11, 1987 OF CONRAD hereby ac.4newledged, hereby sells uid conveys to :fferson, and State of Colorado, to wit: in the attached Exhibit "A" located wiehin F[LIIJG NO. 1, appurlenances thereto belonging, or in anywise and rentainders, renYs, issues and profits thereof, ,hatsocver o f the Grantor, either in law or equity, fitameats and appurtenances; ilned and described with the appurtenances; unto ttor, for themselves and their heics aiid personal hey shall and will warrent and forever defend the ession oC the Cnantee, its successors and assigns, i1e or zny pT,t tbe,:eof., by tluoagh or under the deed on the date set fosth abpv'e~. ~,.i~~`/lul.n~ ✓~z~.ic-~ ilage, t.k.a. Susan Miller, as sole successor the Wiit dated May 11, 1987 of Conrad F. COIRVTY OF defgerson The foregoic:g ins W;aeat v.•as acknowle4ged b ore me on iliis i4su day of 7anuary, 2002, by Susan R. I3zritage, fk.a_ Susan M1Ier, as so1= Fucc:ss~r Trustee nnder the ~S'itl dared blay 11, 1987 of Conrad R. Becker, Deceased. srarE oF coLOUwno ~ )ss. WITNESS my hand and official seal. MyCom`n.issionFxpires: p,e`~ f:,. 01/23/02 19:02 FAX 18123130138 NET LEASB/WH INY IM003 Jan.23.2002 1:10M 42899 P. 3/8 , . . - ~ RELFA7ION F~. Fi.A0E99~ 1/23lE002 SY:S8:42 PG: 001-003 , GqGE FEE: 15,00 DOC.FEF: 70.00 ~ RECOF.tiEp Il4 7FFFERSON fpUNTY, COLQRRDU S' 5PEC:AL WARRAIaTY Tfl15 U+L+A, Mwle Ohis /lfam Jay of ~ bclwcen DYdke Real Estate 5ervices~ LLC, ~ Co f A limited liability eompany aftheCity and CounCy oE nenvar and5mlPar gmntur(s),and Net Lease UeVelopment LLd, a limited liability company , whosetegeludJressls 50 South 6tj 5[reeCr $uite ~QD ufi6eCOUnty of Hetln¢pin dnJSlelfof M - granWr(zy(p~oodinconsiUwa~ionnfi ~ Wtl'IVE59P,TI-t.Tha[U~e C~2 Noiioo--------------------------- 90 Ihc :cccipl xnJ m[ficiency af wLicb is 6=¢11,y aelrnowledq Q 4As aoee gryn, ur~yUin, sell, convey a~ia coiA(nn, w~m ihe grsn~ee(c), I impmvemenu, 1I any, Siwmt, tying mid beln6 i^ d+d CeWney dtsoribeil ne falbws: Sce Erzhibit °A" atGached laereto and knco: ~y i~ i y~ e:l in I I .IsaknownLystreelunJnumbcrn.v 3$1d & Y,nAn9E1eJd, l'OGLC(ikR wii6 ull md singutnr niu burcJilomwls moppurlan ;hc reventiun and revec5lonv,[ema4:EC; :uelr4inaindcrs,ce k, issue, claiui and aematW whids(uvcr af ilne smnmr(s), ciilicr In ~w or ey hRVdimmemsnnJappunenmces~ subjecG eo eheirestr'. T+3 DAVl ANU TO FlOLII We saiJ prvmues ubovc Lal ~ui~md vn. Uuirs mW ns^igna fnruvr:. ?Ls granmr(s). Por hieuclf. Lis c+rs and ayree ihut hc sLell unJ wili WARRANT AND PoREVHR{pbDENI pns.c ssimi of uic Eranlcc(s). Lis hcirs anA aaeigm, nguinol nl and evoby,tlunuy4urm~dm'Ihey~anm~(el~ except aJ.l ou 9Cend'. 'I7m .insular num0er s0ull inclnAc t0e pluraL mn plurul qm . iu¢ndar. IN %YI'Ittf.tis w116R1ioC, Nu granmr(x) h. uxccumJ Iilfs dG:cu n i Drake Re' 66taC Services, LLC, ~ 1 a Color d~6 lixni liabili company' BY: S n Ifausex, Piahager . S'PA'fHOP COLOAADO CiiUN7'YUP DENVPR )~~11~e(o.usoinginslrmnent~•~seckncv!cd6~d6afommetl~isi btir 14IlAU.fer /11ANA6'U, a .~~,4kc (~n/ora~(,v/rmr~~G( l~`Qpi MyCunrmissionezpirca: 00~ i ' ~ ce mecbu. el OAv ao0A , Minneapolis. PRA 55402 Ita .6rwdm(s) F Ten dollarv and OOLLAftS,(p10.00 ' bargaiuW, xolJ and conveyM, nnd by lhese pascnu md assisns forever.plllhe raal pmperlYfoselhar wilh . aAul Stam ~f Calando, ted hetein (the °Ycoper[y") r.irI 14ermnb LNOngin6, ur in onrrise app~ruining, and nd pmPt ihemoF, aul all We c5lnic, right. FAiI. inkresl. Y. nf, in nnd In Ibe abn" Largeji~cri premiveq wi1L Ilm tiorts se[ foTth in Ex}l;b1C B aCCachn !uscribcel, rvnL fhe uppmlcmnces, nnfo Itie gmnlee(a), Ll.v :eaons1 rcp¢xenWtlvas or sucu:sson, Auas covcnnitl and Le anove-burgaiacJ premius In W4 qu{el aml peaceuM1ic puRUn n[ pereons cinipning U. wLolc or aary pml tLataof, .g mineral lnteres[$and lheee d lla usc nf anY Cender xbnll bc+CplSc~U!e m all g.nders. bu dp1n eel Porih uLOVU. xitsexcn.pt those 2002 real estaee taxes & assessmen[s not yeC due & payahle & excepc iox aay & all documenYS recorded in che real property rerords of Jef£erson Cuunt3 thst effecc the "Pxopecty", d,Yof d~. CG~LUIt. ~r r~~f (0 r~i /~L(!7i~ ~ FlI~/ c'UIU9µ~oz- . l (i"J DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8918 BUILDING INSPECTION LINE - 303-234-5933 ` CITY OF WHEAT RIDGE Date : 5/17/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : Contractor License No. : Company 12700 W 32ND AVE 19981 Tyree Organization LTD Phone : Phone : 288-3050 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Fuel storage tank pull/removal Construction Value Permit Fee Plan Review Fee Use Tax Total $21,373.00 $349.25 $0.00 $320.60 $669.85 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvai: (1) This permit was issued in accordance wifh the provisions set forih in yopur application and is subject to the laws of the State of Colorado and to the Zoning Re9ulations and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of fhe City . (2) This permit shall expire if (A) the work authorizetl is not commence d within sixty (60) days from issue date or (B) the building authorized is suspended or abandonetl for a period of 120 daya (3) IF ihis pertnil expires, a new permi[ may be acquired for a fee of one-half the amount nortnally requiretl, provitled no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceedetl one (1) year. If chan9es are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permi[. 4) No work of any manner shall be tlone that will change Ue natural Flow of water causing a drdinage problem. 5) Contrector shall noliry the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of thejob. (6) The issuance of a permi[ or the approval of drdwings and specifcalions shall not be construed to be a permit for, nor an approval of, any violation of [he provisions of the~ip'Iding codes or any other ordinance, law, rule or regulatiort . ilding - 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 qPPLtCATIo N PropertyOwner: UJ-Fra»?ar ra~monIX Stian+rock Property Address : f a7p0 uj251" AU2. Phone : Contractor License No. : CompanY: 7ke 7yriee D~ro~4n~~q(-ioh Phone:3o3-a88-3oS'O 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 shdwn, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheatj§tjdge prdinAnc .fiN fpr work under.this permiC (OWNER)(CONTRACTOR) 99 Description : 14*1/`. f~ ~ //u /`1/~C./O~cC! ,_~~rG4_~r Construction Value : a0,373 Permit Fee : 3`f'9, aS Use Tax: Total : Use BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Bilfdmg;~om Approval : _PxSGt~"csWi3tlt~'ts'tl Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electricai License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (i) This pertnit wastssued in accorUance with the pravisions set (orth in yopur appliption and is sublect to the laws of the SWte of Colorzdo and to the Zoning . Regulations and Builtling Code o( Wheat Ridge, Colorado or any other applicable ortlinances o( the City: (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (e) the building auNOrizetl is suspended or a6andoned for a period of 720 days. . (3) II this pertnit expires, a new permit may be acquireE for a fee of one-hal( the amaunt normally requlred, provided no changes have been or will be made in the original plans and specifications antl any suspension or abantlonment has not eacceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (7) year, fiull fees shall be paitl !or a new pertnit. (4) No work of any manner shall be done ihat will change the natural ilow of water causing a tl21na9e prohlem. (5) Conirector shall nolify the Building Inspectorhvenry-four (24) hours in atlvance tor all inspeclions antl shall receive written approval on inspection card before proceetliing wiN successive phases of theI'ob. (6) The issuance of a pertnit or the approval of drewings and specifrations shall not be consWed to be a pertnit for, nor an approval o( any violation of the pmvisions ot the building codes or any ofher ordinance, law, rule or re9ulation. . . Chief Building Inspector The "Pyree Organization, Ltd. 1951 East 68th Avenue, Denver, CO 80229 Fax: 303-288-3055 Phone: 303-288-3050 May 12, 1999 Dave Roberts Fire Marshall Wheat Ridge Fire Protection Dishict 3880 Upham "vVneat Ridge, CO 80033 RE: Request for Building Pernut Ultramar Diamond Shamrock Starion 12700 W 32nd Avenue Wheat Ridge, CO Dear Mr. Roberts: The Tyree Organization has been contracted to remove four (4) underground storage tanks, six (6) gasoline dispensers, a fueling isiand, and all associated piping at the above referenced project site. Upon completion ofremoval activities the excavation will be backfilled and paved over with asphalt. This letter is to request a building permit for this work that is scheduled to begin on May 24, 1999. I have included a copy of the removal request sent to the State Deparhnent of Labor and Employment, Oil Inspection Section and a site plan map. If you have any questions do not hesitate to call me at 303-288-3050. Thank you for your time. Sincerely, , ~ ' Christopher R. Hudon Environmental Scientist II Enclosures MCmbPI lph ea~i~zation N CD O O CD (p W d4 N ~O a ~ a o ~ ~ ~ ~ ~ N rA w n a C ~ ~ ~ ~ ~ a ~ ~ ~ ~ N ~ n ~O ya ~ O 7C H H H H 0 Sluan tTi CD 0 ~ 0 w bd k Notfce of Intent to Close or Remove Petroleum Storage Tanks Page i of 2 Rennn (o Oi( Hornentg Notice of Intent to Permanently Close Storage Tanks or Perform Change-in-Service This nofice is for (Select one): ~ Permanent closure by removal ~ Permanent ciosure in place O'Change-in-service from regulated to non-regulated substance Information requested in botd print must be provided. Other requested information should be provided if available. z ou are requlred to conduct a srte assessment in conjunction wi permanent c osure ar c an ge-m- service, and to report any suspected or confirmed release to the Oil Inspection Secrion within 24 hours of discovery: 303-620-4029. Check whichever of the following applies: Q Site assessment has been performed Q Site assessment will be performed ontact your oca e eparhnent pnor to c osure or c ange-m-service to ensure you comp y wi its requirements.Check whichever of the following applies: 0 Local fre department had been notifed ~ Local fire department will be notified Facility Nam¢ Ultramar Diamond Shamrock Faci ty egistrahon Date c osure or change ia sernce will begut (approximate date if exact date not known, mm/dd/yy Street 12700 West 32nd Avenue Address: Facility Address . . Clfy: heat Ridge COllIIIy: Jefferson 9-digit ~ ZIP: Name: chris Hudon CompanyName: 'rhe Tyree Organization Contact Information (person who should receive Oil Inspection Mailing Address: 1951 East 68th Avenue Acknowledgement Letter) Phone: 3o3-z88-3os0 Fax: sos-zss-soss Fri118118(Id[PSS: chudon@tyreeorg.wm # of USTs. ~ # of ASTs: ~ http://oil.cdle.state.co.us/interactive%20forms/closetank.htm tn 1ioo Notice of Intent to Close or Remove Petroleum Storage Tanks more than five total, submit an additionai form) Page 2 of 2 T Type Insta ate (year) Capacity (gallons) Product last store ►n tank ~ 0 AST @ UST ~ 5000 gasoline : C) AST e UST ~ 5000 gasoline 0 AST ~''-t UST ~ 5000 gasoline a AST C' UST ~ 5000 gasoline a AST a UST _ If web submission dosen't work, print results and mail or fas to: OIL INSPECTION SECTION AT'IN: ERICA FERGUSON 1515 ARAPAHOE ST TOWER 3, SUITE 610 DENVER CO 80202 FAX: (303)6204303 or email to: oil.cdlena,state.co.us - ` [ State Home ~ CDLE Home ~ Top I CDLE Feedback Paee ] Colorado Department of Labor and Employment Last rerised: February 05,1999 http://oil.cdle.state.co.us/interactive%20forms/closetank.htm S/i ~/qo Intent to Close Tank FORM Results Your Form has been sent. Here is a copy of what we have for you: Notice of Intent to Close or Remove Petroleum Storage Tanks Form Results Notice Type : CloseByRemoval Fire deparhnent nofified: on Facility Name: Ultramaz Diamond Shamrock Facility Number: Status change date: 5/24/99 Facility Address: 12700 West 32nd Avenue City: Wheat Ridge County: Jefferson Zipcode: Contact Name: Chris Hudon Company Name: The Tyree Organization Contact Address: 1951 East 68th Avenue Phone: Fas:303-288-3055 Email chudon@tyreeorg.com Number of USTs: 4 Number ofASTs: Tankl Type: UST Install Date: Capacity: 5000 Product Stored: gasoline Tank2 Type: UST Install Date: Capacity: 5000 Product Stored: gasoline Tank3 Type: UST Install Date: Capacity: 5000 Product Stored: gasoline Tank4 Type: UST Install Date: Capacity: 5000 Product Stored: gasoline TankS Type: AST Install Date: Capacity: Product Stored: Return to Oii Inspection Website Page 1 of 1 http://oil.cdle.state.co.us/interactive%20forms/ciosetank.asp 5/12/99 41 pJ y ~ y y ° fl m m I11 - m m 0 C ~ .O m . . 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V . i Z9 z = z Z9 m ti ~ ~ ~m z ~ n h ~ ~s qqq ~ . ~ ~ 1 Am V ~ pp ~ '1 . . m A W MQ f ~ t ~0 ~ m O 9 3 0 ^o s °o n m F 0 ~ v 0 4 O ~ F 0 ~ ~ ~ e ULTRAMAR DIAMOND SHAMRt~CK C u Ar o n ~ r i OH feUruary 12,1999 ria Facsin+ile Cert:fred Return Receipt # P!87 142 766 Ms. Erica Fergusun Colorado Depamnent of Labor and Employment UiI fnspection Section Towcr 3, Suitc 600 1515 Arapahoc Strect Denver, Colorado 80202-2117 RE: L)i:ununJShainwcklJ171A 12700 W 32nd Avenue Whentcidge, C'U x(;(;'-j 5 Dcar Ms. Pcrguson: Picase be advised that the above referenced faciliry is scheduled to close, Februury 21, 1999. Afl the product tanks and related product lines will bc removed shortly flfter closure. Subsequently to the actual removal of the US'P System a report will bc prcpamd snd submitted to yuur otfice for your rcvicw and approvaL Please refer all conunents nr inquiries regarding this site to my e or call me at (303)373-6026. ~ Verv M ~`U~...~t~Tl-1 - ` V cc: filc l~l t}4, Dxn I.umb ~p' f7 3 yf ~ ~ - ssx unv.vNn grnELr • nc.NOm • a4.0nAix, eouv • 3031373-6oa, ~ lqz,w . k DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4620 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 2/19/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 12700 32ND AVE Contractor License No. : 18738 Company : A. Adkisson Electric, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable 1 at ge dmances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED~DATEQ-/ Description : BUS CIR Phone : 225-1550 Phone: 2309550 Construction Value : $325.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $3.90 „,Tpt3L_ $48.90 Electrical License No : Company : Plumbing License No : Company : Mechanicai License No : Company : Expiration Date : Approval : mmonom Expiration Date : Approval : Expiration Date : Approval: (7) This permit was issued in accordance wi[h the provisions set forih in yopur applicalion and is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building au[horized is suspended or abantloned for a period of 120 days. (3) If this permit expires, a new permrt may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the original plans antl specifcations antl any suspension or abantlonment has not zzceetletl one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the natural flow of wa[er causing a drainage problem. (5) ConUactor shall notiry the euiltling Inspec[or Fxenty-four (24) hours in advance for all inspections and shall receive wriHen approval on inspec[ion card before proceediing with succe e phases of Ue job. (6) The issuance of a pe or the approval of drawings antl specifcations shall not be consW ed to be a permit for, nor an approval of, any violation of the provisions ofihebuildingcode anyothe~,Adinance,law,ruleorregulation. . Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Date lq3 7 y a -1iZr- Ll 7 PropertyOwner:(}U.-i Z)ppe- P6U puc,;rI a.-J, PropertyAddress: I;000 *U, 3--Z ua F1vE Contractor License No. : 3S 45 J( 97 38r Company :pi,,(~Dg55 o1k-1 GL-c-TSCIC, Ilv~C, q7 0 Phone: aas-1 SAS Q Phone : 3 FSW'aa~-1'-l 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 applicabie 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 appliwble Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : BUILDING DEPARTMENT USE ONLY Construction Value : 3.~;LS 1 D b. Permit Fee : Plan Review Fee : Use Tax : SIC Approval: Zoning : Approval: Approval: Occupancy : Walls Total : Sq. Ft. : Roof : Stories : Residentiai Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: In ~I~fisFRef~Gt~ed 11 ...,_a (1) This pemit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the Slale of Coloratlo and ro the Zoning Re9ulations and Building Code of Wheat Ridge, Colo2tlo or any other applicable ordinances of the Ciry. (2) This permit shall eacpire R(A) the work authonzed ispot commenced within sixry (60) days from issue date or (B) the building aoNOrized is suspentled or abandoned (or a period of 720 days. (3) If this pemit expires, a new pemit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been orwill be made in the original plans and specifications and any suspenson or abandonment has not exceeded one (i) yeac If changes are made or if suspension or abandonment exceeds one (i) year, (ull fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change ihe natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectortwenry-FOUr (24) hours in advance (or all inspections and shall receive written approval on inspeclion card before proceediing with successive phases of the job. (s) The issuance ot a permit or the approval of drewings and specifcations shall not be consVUed ro be a permit for, nor an approval of, any violation of ihe provisions of ihe building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor Buiiding Permit Number THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4374 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/19/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 12700 32ND AV Phone : 225-1550 Contractor License No. : 19316 Company : Outdoor Promotions, L.L.C. Phone : 2251550 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $4,300.00 I hereby certiTy that the setback distances proposed by this permit application are accurate, PePfTlit Fe2 : $100.50 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 Plan R2VI2w Fee : $0.00 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 Use Tax : $51.60 Code (U.B.CJ and all other applicpJe Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNE~--\i~--J Total: $152.10 Description : BUS SHELTER BUILDING DEPARTMENT USE ONLY REMINHWM Approval : SM 12117196 Zoning : RC Approval: mannommomam Approval :GK 12/17196 Occupancy : Walls SIC : 7319 Sq. Ft. : 52 ADVERTISING IS ALLOWED IN R-C ZONE DIST. SHELTER WILL HAVE A 5' SETBACK FROM CURB. LOCATED ON PUBLIC R.O.W.. APPLICANT WILL MAINTAIN A 20' RADIUS FOR CLEANUP 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: • ~~4~~ ~~v (7) This permitwas issued in accordance with the provisions set forth in yopur applica[ion antl is subjec[ Fo the laws of the State of Colorado and to the Zoning Regulations and Building Code of VJheat Ridge, Colorado or any ofher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days from issue date or (B) ihe builtling authorizetl is suspentled or abandoned for a penod of 120 tlays. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amoun[ normally required, provided no changes have been or will be made in the ori9inal plans and specificalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (t) year, full fees shall be paitl for a new permi[. (4) No work of any manner shall be tlone that will change the natural Flow of water causing a tlrainage problem. (5) Contrac[or shall notiry the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of fhe job. (6) The issuance oF a permit or the approval of drawings and specifrations shall not be construed to be a permit for, nor an approval of, any violation of ihe pmvisions of the buildi 9 cotle or any ot ordinance law rule or regulation. o J , ~~D.~ Chief Bu Iding Inspector T ForlMayor ~ THI ERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RlDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: Cs'iy "dc L✓lu_.a~'--f )FVP Property Address : IdD w- 3 a Phone : Contractor License No. : DO X/ Company: Phone:97~/~ae~S~~.sr~ 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 responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl ieat Ridge ordinances for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATEI` /O"96 Description :&'s S ko-14-av- Construction Value : 13 c"-b Permit Fee : - Plari Review Fee Use Tax : Total : d/ 7- ~Ila BUILDING DEPARTMENT USE ONLY 12-I14le slC: '(31q Sq.Ft.: 52~.i Approval : AcvmnStrJ6 Iy oL-1-000P ir~ lz-L -toN6 PIST, s4FELn1L wiw Zoning: ~ ubv~ a~` z~rRe~L~r-wonn 6-01231, i.o(615» 00 pura~AZ_. V_.e•tnJ- F_omm ne tsl _ aPt,~~ca~sr u~rcw rir.~yjn" a ao` r~aiu~ ~Cry- Approval: Pu61ic;~rk m - Approval : G• 12/~~ ~ 1(0 Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: J uPans~.--'~Reqai4e Plumbing License No : Company : Expiration Date : Approval: 19 ~Pl,an~s,~ge;g Mechanical License No : Company : Expiration Date : Approval: OMEfans°`.reR'guirStl,. , (1) This permit was issued in acwrdance with the provisions set forth in yopur applicatlon and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Building Code ot Wheat Ritlge, Coloretlo or any other appliwbleortlinances of ihe Ciry. (2) This pertnit shall expire it (A) the work authonzed is not wmmenced within sixry (60) days from issue dale or (8) the builtling aulhorizetl is suspendetl or abandonetl tor a periotl of 120 days. (3) If lhis pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will 6e made in the original plans and specifications and any suspension or abandonment has not exceeded one (t) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall he done that will change the natural9ow of water causing a drainage problem. (5) Contra shall notify the Building Inspector lwenty-four (24) hours in atlvance for all insy~ctions and shall receive tten approval on inspection rard before proce n g with,y~ccessive phases of the 7~ob. nn (6) Thence oy,A permit or,{he ap oval of tlrawings and speci(cations shall not be corfsJrued to be a permit for n r anL~~+hmval of, any violation oi the provisions ott e ildinaVotles qs aryb'olher e, law, rule or regulaLon. A~~` bief Building Inspector For Mayor - THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS PLEASE PRINT CLEARLY AND RLL OUT FORM COMPLETELY Building Permit Number Date \2.1 1-4 ) 14 Applicant r'"• `-S Address l b' 3 c1 ZE- . f1'"-r U City fC-o State C-~ Zip 605,,q Phone ? Location of Construction (address) 11-100 4 ~2"'P Purpose of Construction 161-45 H~ 2 nS~" /l Building Permit Value $ y 30c) ~ Commercial ~ Residential _ DEVELOPMENT REVIEW FEES (this section to be compieted by Clty) Base Development Review Processing Fee: $50.00 minimum $ -5O 1~0 Single Family Residential: .003 x(value of improvement) $25 minimum' fee $ [includes review of construction drawings for improvements in public right-of-way) Muiti-Family/Commercial: .0050 x(value of improvement) $50 minimum fee $ [includes review of construction drawings for improvements in public right-of-way, review of preliminarylfinal drainage study and erosion control plan(s) if required) Site Plan: $50.00 (Not applicable for singie family residentiap $ Right-of -Way/Easement: $40.00 + $S.OO/page recording (ee $ Development Agreement: Residential = $50.00 Commercial = $100.00 State Highway Access Permit: $75.00 application fee $ Traffic Impact Review & Report: $100.00 processing fee $ Flood Plain Variance: Class 1=$75.00 Class II =$150.00 $ 00 TOTAL REVIEW FEES: (due at tfine of building permit issuance) $'7u* The above fees inciude one foifow up review to verify that initial deficiencies noted are corrected. Additfonal review and/or processing past the follow up review and/or processing wiU be charged against the building pertnit applicant at the above fee schedule. Please note that additional fees will be assessed for those permits related to construction of public improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applicant ~ 6~ Date 12 -1S'- I 6 ~ i i' u~ LAKCnOOC Maoe Grove ?are ' r 27'H I.V= i i OFF I GI AL - Zo~,c !)I5-R:C- goUNORY 7_ONI MG MAP PAeCG,1o- 3a.NDR- (DES-:GNA =5 GWNc-25-?1 WHEAT RI DGE C„Y _,M,T L,~E ~ GOLORPcDO - "A-ER ==A-jR= x,,;.= : =400 • D°_`07E5 "-T'v_E ADDR_SSES Nr.P nD0°TED: ,e 15, 1994 _cs: Revisio, Jo,ary 9,1995 ~Aeinr:i ~ : ~~4G MD }-J=P'`s3~ - ]3i-3b51 100' ~ryrxus F¢om -P~S S~-"~ P.O. so: 270807 UTDOOR ~~ii Don Goette ft. Collins, co 80527 O Vice President of Operations noMOrioas«< (970) 225-1550 11 Cellular (970) 566-1589 f3us Shelter UJorksheet City: State: Sight Location: se-~ Shelter Landmarks: CO(1C1'CitG ' Phone M#: Name: Contracted Date: Date Completed: Cost: Elec. CO(1rrQCkOr Phone M#: Name: _ Locate Conf Contracted Date: Date Completed: Elec. Insp. / Insp Date: QthC:C' "Oll. Land owner: Land Owner Signature: (I Have Been NotiFied: x ) Special Requests / Additional Information: ~~gnt nF►ap : i~ 5~-~-~ W~uld 6e _ vr\ c-,.._C-re4e ~ew s~~ 9A6A- 42,1m Gw,,d 5- ' 3a ~ C~ B~ VOkAiS i , ~ ~ Jf) BUS SHELTER LOCATION Posting Certification 4-0 o...S (name) , residing at ll (applicanYs address) as the applicant for a bus shelter with advertising, hereby certify that 1 have posted the Notice of Public Hearing at )2 ~ o-a w. 3,z (location of shelter) on the / ~ day of , _JZ4 vti -e_ , 199 6, and do hereby certify that said sign has been posted and remained in place for twenty five (25) days prior to issuance of a permit for construction of a bus shelter with advertising. Applicant Signature NOTE: This form must be submitted to the Planning and Development Department together with a Building Permit application form and supporting documents, for each proposed bus shelter location STAFF FINDINGS: There were no registered complaints, regarding the above bus shelter location, during the twenty-five (25) days for whi, Staff Signatu BUS STOP SHELTER AGREEMENT THIS AGREEMENT is made as between the City of Wheat Ridge, and OUTDOOR PROMOTIONS, L.L.C. "Outdoor Promotions") referred of the 31st day of March, 1996, Colorado (hereinafter "the City") , a Colorado company (hereinafter to collectively as "the parties". 1. RECITALS AND PURPOSE a. The City owns rights-of-way within the City limits in which streets, curbs, gutters, and sidewalks are constructed. The City does not own the rights-of-way upon which the highways of the State of Colorado are constructed, although the City may own certain property upon which curbs, gutters, and sidewalks are constructed and which are adjacent to and front on the rights-of-way owned by the State of Colorado. b. Outdoor Promotions desires to use those City rights-of- way along street frontages within the City for installa- tion of bus stop shelters that will have space for commercial advertisement. c. The City will grant a revocable permit to Outdoor Promotions under the terms and conditions as hereinafter specified in this Agreement. 2. GRANT OF PERMIT I'or and in consideration of the mutual covenants and promises of the parties contained herein, and other valuable consider- ation, the receipt and adequacy of which are hereby acknowl- edged, the City hereby grants to Outdoor Promotions an exclusive permit for installation of covered bus stop shelters at locations permitted pursuant to this Agreement. This permit may be revoked by the City upon failure by Outdoor Promotions to comply with the terms and conditions hereof. 3. CONSTRUCTION OF BUS STOP SHELTERS Outdoor Promotions shall design, provide plans and specifica- tions for, and erect shelters at certain bus stop locations in the City of Wheat Ridge, Colorado at locations selected in the manner set forth at Paragraph 4. The parties contemplate and intend that at least 30 bus stop shelters shall be erected. Outdoor Promotions will initially erect thirty (30) shelters and will only erect additional shelters with the City's approval. In the event a minimum of 30 shelters have not been erected on or before December 31, 1997, this Agreement sha11 automatically terminate, and, notwithstanding Paragraph 9, Outdoor Promotions shall remove all shelters within 30 days. A rendering of the standard shelter to be employed within the GED\53027\132506.6 City is attached hereto as Exhibit 1 and fully incorporated herein by reference. 4. LOCATION AND APPROVAL Outdoor Promotions shall erect all bus stop shelters at locations mutually agreed upon by both the City and Outdoor Promotions under the Wheat Ridge Code of Laws § 21-151. The procedure for obtaining City approval for the location of a shelter shall be as follows: a. Outdoor Promotions shall make application for the placement of a shelter at a stated location, pursuant to Wheat Ridge Code of Laws § 21-151. The application shall specifically state whether an RTD shelter is or was present at the site, and if still present, shall detail arrangements for removal and storage of the same at no cost to the City. b. The application shall describe whether the shelter is to be lighted, and shall briefly describe the style of the shelter and which side panels of the shelter will be devoted to advertising. c. The City, acting through its Director of Planning and Development, shall review the application and act to grant, with or without conditions, or deny. Conditions of approval may include, without limitation, that the shelter not be lighted. d. While Section 21-124(b) of the Code of Laws (made applicable to bus stop shelters by Section 21-151) permits courtesy benches in listed zone districts, the City may grant or deny a permit for the location of a bus stop shelter for any reason or for no reason. e. The City may require that Outdoor Promotions construct shelters at locations specified by the City, which shelters may not contain advertising, but may be lighted at the option of the City. Outdoor Promotions shall construct one (1) such shelter following the construction of each group of fifteen (15) shelters containing adver- tising; provided, however, that the first fifteen (15) shelters containing advertising shall not be subject to this requirement. The parties may agree to the con- struction of additional shelters without advertising in excess of the amounts required hereby, by reducing the payment to the City under Paragraph 8, or otherwise. f. Prior to construction of any shelter, Outdoor Promotions shall post a notice at the proposed shelter location, advising the public of the proposed shelter construction and of its right to object to such ccnstruction. In the cr.o\s--1027\132506.6 - Z event no protest, in the form set forth at subparagraph (g) hereof, is filed with the City on or before the 25th day of such posting, construction of the shelter may proceed. g. If a majority of the property owners or a majority of residents within a radius distance of 100 feet in every direction from any such shelter sign a written petition objecting to the placement of a shelter at the proposed location, Outdoor Promotions shall not place a shelter at that location. 5. PERMISSION OF PROPERTY OWNER REQUIRED All bus stop shelters shall be erected on public rights-of-way along the street frontage. Notwithstanding the above, Outdoor Promotions may locate bus stop shelters on private property, provided, however, that Outdoor Promotions shall secure, at its own expense, written leases, authorizations, or grants of easement from the owners of such property, with such leases, authorizations, or grants of easement giving Outdoor Promotions the right to erect and maintain such bus stop shelter on the applicable parcel of real estate. 6. Outdoor Promotions shall make bi-weekly inspections and service stops of all shelters, and shall maintain all shelters in good condition, including, but not limited to making all necessary repairs, graffiti and trash removal, repainting, arid replacing, at its expense, any advertising signs which have been damaged or destroyed. Outdoor Promotions shall providP regular snow removal, power washing, and shall control grass and weeds within and in the area of the shelter, on a schedule which shall be supplied to and coordinated with the City's Department of Public Works. After receiving notice of any unsanitary or unsightly condition, state of disrepair, defect, or dangerous condition existing in any shelter, Outdoor Promotions agrees to forthwith repair, replace, or remove such shelter. If Outdoor Promotions breaches this provision reguiring the maintenance of bus stop shelters in good repair or condition, the City shall have all remedies as are available for breaches of contract, including the right to terminate the Agreement. Outdoor Promotions shall pay all electric expenses and service costs incurred by the use of electrical lighting. The City agrees to allow and grant to Outdoor Promotions access to and the right to connect or tap into any electrical service which is now or hereafter being furnished to any public street light located in a close proximity to any shelter, subject to all requirements of the City for such construction, and provided that Outdoor Promotions reimburses the City for the reasonable costs of GED\53027U 3250E. E - 3 such electricity consumed in the operation of lighting of any such bus stop shelters. 7. Outdoor Promotions shall have the full and exclusive right to secure commercial advertisement to be displayed in all bus stop shelters and to receive any monies in revenues derived therefrom. All advertisements secured by Outdoor Promotions shall conform to the standard codes of advertising, and Outdoor Promotions agrees not to display advertising relating to or displaying promotion of political, alcohol, tobacco, pornographic, religious controversial, or immoral advertising. The foregoing sentence is not severable from the remainder of this Agreement. Should this provision be challenged by Outdoor Promotions or any third party, and should it be declared unenforceable or invalid by any court of competent jurisdiction, this Agreement may, at the City's sole option, be terminated. All advertising shall be limited to two (2) panels on the advertising end of each shelter, not to exceed 24 square feet per panel. The back panel of each advertising end of the shelter shall be made available at no cost to the City or to other groups or organizations permitted by the City, for the display of public service information. 8. PAYMENTS Outdoor Promotions shall pay the City a monthly percentage equal to ten percent (100) of the gross receipts of Outdoor Promotions during the term of this Agreement from advertise- ments placed by Outdoor Promotions in or upon all shelters located within the City under this Agreement. "Gross receipts" as used herein is defined to mean the receipts from gross rentals of all advertising placed in or upon all shel- ters permitted within the City under this Agreement, less any sales tax and related taxes (excluding any state or federal corporate income tax), whether such sales of advertising be evidenced by check credit, charge account, or other exchange. Each charge or sale upon installment or credit shall.be treated as a sale for the full price in the month during which Outdoor Promotions shall receive payment therefor. Payments shall be made to the City monthly, on or before the 15th day of the month following the sale. 9. TERM OF AGREEMENT The term of this Agreement/Agreement shall be for ten (10) years, commencing on March l, 1996, and terminating on February 28, 2006, unless renewed as hereinafter set forth, provided, however, that the City, pursuant to Section 15.9 of its City Charter, may, at its pleasure at any time, revoke Outdoor Promotions' right to use or occupy any portion of any street, alley or City-owned place. Outdoor Promotions shall GED\53027\132506.6 - 4 - have the option to extend and renew this Agreement, to the degree the parties agree on the terms of such extensions, for three (3) additional periods of five (5) years each. Upon termination of this Agreement, Outdoor Promotions shall remove any bus stop shelters that the City has in writing requested the removal thereof within thirty (30) days and restore the affected sites to substantially the same condition as before the construction of the shelter within ninety (90) days after the date of said termination, all without cost to the City. Any shelters remaining after that time shall become the property of the City. 10. MAINTENANCE OF BOOKS For the purpose of ascertaining the amount payable to the City under Paragraph 8, Outdoor Promotions shall keep at its premises accurate accounts of all gross advertising receipts, with these accounts to be entered in a book of permanent nature. The City shall have the right at all reasonable times to examine the books and records of Outdoor Promotions for the purpose of determining the gross receipts. 11. INSURANCE Outdoor Promotions shall submit a certificate of insurance for comprehensive general liability insurance to the City in which the City is named as an additional insured in the following minimum amounts: a. Bodily Injury or Death -$150,000 per occurrence; $600,000 in the aggregate. b. Property Damage -$150,000 per occurrence; $600,000 in the aggregate. Outdoor Promotions shall maintain such insurance continuously in force throughout the term of this Agreement and shali annually on the anniversary date hereof provide to the City a copy of the current certificate of insurance. 12. COOPERATION WITH REGIONAL TRANSPORTATION DISTRICT a. Outdoor Promotions agrees that in performing all obligations, imposed upon it hereunder, including by way of example and not limitation, the selection of any proposed location for the placement of a bus stop shelter and the maintenance of any bus stop shelter, to fully cooperate with the Regional Transportation District or successor entity providing substantially the same service. b. In cases where existing RTD bus stop shelters are to be dismantled and replaced with Outdoor Promotion' bus stop GEO\53027\132506.6 - 5 shelter, the new replacement shelter shall automatically become the property of the City in the event of termina- tion of this or any future agreement. All other bus stop shelters will remain the property of Outdoor Promotions. The City shall have the option to purchase all other shelters installed by Outdoor Promotions in the event that Outdoor Promotions or its successors, heirs, or assigns does not, for any reason, renew an agreement with the City. 13. CONDITIONS PRECEDENT The following are conditions precedent to the effectiveness of this Agreement: a. Outdoor Promotions shall obtain the agreement of the Regional Transportation District to the removal and storage of existing bus stop shelters owned by the District and located within the City at such time as Outdoor Promotions obtains a permit to place a bus stop shelter at each such location. Evidence of such agreement shall be provicled to the City on or before thirty (30) days following execution of this Agreement. b. On or before December 31, 1997, Outdoor Promotions shall have located a minimum of 30 shelters within the City. c. Outdoor Promotions shall have posted a performance bond of $5,000.00 to be retained by the City during the term of this Agreement to guarantee performance of its obligations hereunder. 14. INDEMNIFICATION Outdoor Promotions expressly agrees to indemnify and hold harmless the City and any of its officers or employees from any and al1 claims, damages, liability, or court awards, including costs and attorney's fees that are or may be awarded as a result of any loss, injury or damage sustained or cl.aimed to have been sustained by anyone, including but not limited to, any person, firm, partnership, or corporation, in connec- tion with or arising out of any omission or act of commission by Outdoor Promotions or any of its employees or agents in using and occupying any location for a bus stop shelter. Outdoor Promotions agrees that the City is not and will not assume any liability, responsibility, or costs for any damage or maintenance to any structures or improvements erected by the Permittee under this Agreement. 15. LIMITATIONS OF ACTIONS Outdoor Promotions agrees that it will never institute any action or suit at law or in equity against the City or any of GED\53027\132506.6 - 6 its officers or employees, nor institute, prosecute, or in any way aid in the institution or prosecution of any claim, demand, or compensation for or on account of any damages, loss, or injury either to person or property, or both, known or unknown, past, present or future, arising from the revocable permit granted hereby. 16. DEFAULTS; TERMINATION If either Outdoor Promotions or the City fails, neglects or refuses to perform any of its covenants, terms and conditions when and as required under this Agreement, each party shall have such remedies as are available at law or in equity; provided, however, that any default in the payment of money may be corrected within thirty (30) days of its occurrence. Notwithstanding the foregoing, the City may declare this Agreement terminated in the event Outdoor Promotions fails to adequately perform its obligations after thirty (30) days written notice of such failure. 17. NOTICES All notices required or allowed to be given under the terms of this Agreement shall be addressed to the parties, first-class postage prepaid, as follows: If to Outdoor Promotions: 1839 East Harmony, U 4 P.O. Box 270807 Fort Collins, CO 80525 If to the City: 7500 West 29th Avenue Wheat Ridge, Colorado Attention: Public Works Director with a copy to: 7500 West 29th Avenue Wheat Ridge, Colorado Attention: City Attorney 18. GENERAL PROVISIONS This Agreement shall be construed pursuant to the laws of the State of Colorado and the City of Wheat Ridge. Venue for any action interpreting or enforcing this Agreement shall be in the District Court for Jefferson County, Colorado. This Agreement provides for an independent contractor relationship. Neither Outdoor Promotions, nor any of its officers, employees or agents, shall for any purpose be deemed employees, officers GEU\53029\132506.6 7 or agents of the City. This Agreement shall not be assigned by Outdoor Promotions without the prior written consent of the City, which may withhold its consent for any reason. This Agreement shall inure to the benefit of, and be binding upon, the parties, their respective legal representatives, success- ors, heirs, and assigns; provided, however, that nothing in this Paragraph shall be construed to permit the assignment of this Agreement except as otherwise expressly authorized herein. The City reserves the right to move any bus stop shelter in an emergency, as determined by the City, or for maintenance or construction of sidewalks, roadways or other public utilities. The City is not responsible for losses or damages to bus stop shelters occasioned by third parties. Any delays in or failure of performance by any party of its obli- gations under this Agreement shall be excused if such delays or failure are a result of acts of God, fires, floods, strikes, labor disputes, accidents, regulations or orders of civil or military authorities, shortages of labor or materi- als, or other causes, similar or dissimilar, which are beyond the control of such party. This Agreement is intended to describe the rights and responsibilities only as to the parties hereto. This Agreement is not intended and shall not be deemed to confer any rights to any person or entity not named as a party hereto. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first appearing above. CITY OF WHEAT RZDGE, COLORADO By : Dan Wilde, Mayor ATTEST: ~ C•\ . ~i'~, \4~..~•,~~ ~ l.~.jt, 2~ wanda Sang, Cit~~ Clerk APPROVED AS TO FORM BY CITY AT / Ge ld E. Dahl, City Attorney GF.D\53G27\132506.6 - 8 OUTDOOR PROMOTIONS L.L.C. ATTEST: By: Mark Saymon Office & Personnel Manager Gary D. Young, President/CEO GED\53027\132506.6 - 9 . on, , E}(HIBIT 1 ~ and Conatruction elter to be used dge, Colorado CouR: U,C-SZI S S XL 1:R(CK C;,RF-&l KF_(A1,LIC, 6-10-96 Leedco Job No. 3310 STRUCTURAL CALCULATION FOR 13 FT. BUS SHELTER FOR TOLAR MANUFACTURING CO.. INC. Location: Site Name : Tolar Drawing No. City of Wheatridge, CO 1241 ~ N,`~~ ~ LEEDCO ENGINEERS STRUCTURES • FOUNDATION • GEOTECHNICAL 9440 Telstar Ave., Suite #5, EI Monte, CA 91731 (818) 448-7870 Fax:(818)448-3955 rA \ LEEDCO ENGINEERS STRUCTURAL-GEOTECHNICAL-ENVIRONMENTA4TRANSPORTATION PROJECT STR.UC'~UP.AL ~I.~LATI°{JS FoR 1.3~ Lb/~E~ p,.s SNELTElZ , 2 3 a JOBNO. -331Z) . SHEET NO./_OF --L SIGNATURE 1495~~ DATE -Z-gLICENSE#-tLY2~7 STR.UCTURAL CALGuLftTf01J5 602 13' BGtS S11ELTE2 W/ AP goK FoQ Tot-Ak MANUFACrctklNEr CD., ING. 6,4Sic wlAvo s,PEFn : 9o mPh cxPosuQ~ G., ,i- CeCy.qs. Z Z=/, oI Ce= 1,06 ~s = ZO.S~sf Cy % 1.4 F+lIT HoZ?/30NT,AV FoQCE S=l, 2?ri,4 uf/1/'. Ca~wAko~ Gea~ PN = l.o~~( l[ix 2a.g~C l,o = 3o,g /'1 f usff 31 )psf z>( 2o.89 o= 26,rrs f uSE 27/'sf . LdGA71aA) : G1'rY 0/4 I.04EAt2/D4E , CU '/ND LoAD 1 ATfRAL LoAO Roop : P, =3r>e 1:2s;<1z. 7 ~ em~ 9 18 ,s 20 21 zz 23 ?4 25 26 27 2E 2' 3( 31 3: 3; 31 3! BAGK pANc4 P~ =31 x e. el x AD BoN ~ P = 31x3,sx 6.1 = 2, (9 74'A/10YC L7.L 09I, fl GOV F 67. L 0 3,7' A3a✓6 C7.L. v~~ricAc ~oAr~ WIND LoqO ( uP lr7ARVJ kooF : P~ = 27 ~c 12.7)~//4-/ Roor DEf/D i-a,4o ( yotdNc0Ako-) Ps= us~ JosNO. 33/a ~ SHEET N0. Z OF LEEDCO ENGINEERS i . STRUCTURAL-GEOTECHNICAL-ENVIRONMENTA4TRANSPORTATION SIGNATURE ~ i PROJECT DATE LZ- LICENSE# L ~ 2 3 a 5 6 7 8 9 10 It 12 13 14 15 16 77 18 19 20 27 2 23 2 2 26 27 28 29 30 3 3 3 3 ~ 12'-7 7/8 12'-2 1/2° ~ I I 4._8~, ~ ♦ W a REMOVABLE = o PLASTIC i ~ . ~ oQ PANELS o~ o ~ I I i N V- , TRASH ~ REGEP i w ^ D D I WIRE GRID CONTOUR BENCH . - 9112 ADJUSTABLE 4 FT LENGTH SCREEN SUFP R75 ' f7 O D 2 . . 72'-7 7/8•' 4 2 712" 3'-5 1/16" 8'-4 7/8° 8 3/16" , 5 4 1/2° ~ . N 71-9 1/4" 4'-4 ~ I t : z 1 7/8" . 3 4 LEEDCO ENGINEERS STRUCTURAL -GEOTECHNICAL - ENVIRONMENTAL-TRANSPORTATION PROJECT JOB NO. 331° SHEET NO.? OF ~ SIGNATURE ~ DATE6 LICENSE #-?E -"Z-9 t z 3 a 5 6 7 8 9 io „ 12 13 14 15 16 il 18 19 zo z, z. z: 24 zE 2( z; 21 z, 3( 3 3: 3: 3, 3'. ftrccE e~!sT .aL-oN~r a-A W/N D LD AO 6N h'ao P z 49L (~-/,J2) (0.06= 217 ~ t~iNO ~oAD ON g~K ~~NE[. ~u,=lsg8(l11 f~~~o.06~ 92~# W/ND LoAO ON PoST PA=3rx~2 x7rxa = /36# 1ER7iGAL k//ND LOAD P~ _ 161z ( 12 7 -I,y2~.o6 = ~10 Ro* oER.~ LoA~ /1 Pr,~ = 22~ ( 2 - l.9/0 06 = 99 ~ L ,4NCHok Bocrs go'-r FoXcj6 ~!"67 T- 3 7ro-99s(rt 41 Z 2/7 ~~//L /36 TRy 3/~"¢ kwiK 9 S.S. AtTS tO/34" kiN. EA-fB. ~#l' ~c = ?.ooo L~Si / Ta(( =/STI~ x/. 33 = ZD Ez A /8S6 s# e oK) Sy6A~ ~~~E ~iUlhw = 288ox/.33~3£330 ~ / 6~~ ~ r~Tau)2t ~ IIda~~P= D,~l ~/,o l ~K) ~DK> BASE /'IATE M~=16s6 ~3_ 2g~j - iB95-S~~j - ~~'fJ~~Y/' ~3 • tDKtNEi i,V2 (A7(d EA> ~b~_ ~ = 3(00o X o~ 7s'X/.33 c-~359/P I t a z895 o~~f3" tY~ = 3r, 9ra F/ A , 9t7# $10] 0 LEEDCO ENGINEERS PROJECT STRUCTURAL - GEOTECHNICAL - ENVIRONMENTAL-TRANSPORTATION JoeNO. 33/a SHEET NO. l OF S SIGNATURE DATE4-iZ-9b LICENSE# E2Z1,~~ FoEtGF_ It~ roST ~}LOn~~r -A"S wINl7 LoAO oN RooF IiB - C{q2 - 2/"7 = 27r,* WIND GoQO DN 6hCK PANEC. z7r~wo P4 - irg s- 72? = 6~0 * - 93s-~f /y L pN AO BOX f3 B = 66 z -A vtRr~ cAt- U,ND L-oAv p4B = /b/z - 7Io = %z# ~ RooF Dr-An LoAv Pra = Zzr- 99 = A NCUO~ zd I 60~7 ~o/z cE T= 69 3 = 9oa als"T < T, SH£AR FflKCE _ C/Z g3° - 2 70 8<(/all~ =3830~( ok, V 2 slv,,ox) = o, 20 9D2^/L(' 770 I gAs F- pc ATE MB = 900 0- Z, ~ usJ5 2'' 35 LEEDCO ENGINEERS STRUCTURAL - GEOTECHNICAL - ENVIRONMENTAL-TRANSPORTATION PROJECT JOB NO. 33/O SHEET NO. -r OF S SIGNATURE ~ DATE '~~LICENSE# pt5147N DtC Sr9U47ruA!04 MTMBEA'S. 9 hISt O ,Q). W. (D pbs ~ Q) Mn.n,qc = 0.6YI x 7, I=~t S'r F7- Xlfs ~ovF_i.'sJs o.8a x 7. t~i = 2, 84 IF7-Klp S C2~es7S~ Q; ~m.a4=o8ox7,I-04 62K3.q-=3,4 3 F7-k'IPS uso)(,, pipe- ~ o.r,> , = 3.s.11) Sre ~ x12 - = /,7ov~ 36x0.67 x1,33 t,cSE e'N.4~ peS'T ~5=1•1Z v~f'~ %u~c3~if.B 7) Ci:vsS BARS 7xx = S'.( vh, 1 z2-~ cw. ~ N.0 . _ N.a St = t s = ~f• ~6 ~3 S. 6 Sb' 2,78 - 2.a1~n3 1E v x r z: z: 21 z! xi z z; 2 3 3 3 3 3 3 y;ttX~2 < Ft,°31,q KS i C Dk) ~6= ~fS1"Xl2-_2~2kSi <~b-36x0.6"IXb 33=31`~'CSiEDK> W iFi- P 1N05 Q+,orLhIn;r, ro rosT -L.)17-H 31g`ItOELo1N¢ c7ox•r (Aiscs TABLE !x~ V= ¢9~ xv ~,-x ,trcf ~ 3' FO12 3' 6~7ELl7/N63 la111,1 ' 1~f,6 kirs US~E 3/e" X y" wEL-piNe? '%oTK SIOP ~ W E LO/N67 f~R C~C'aSS BAR - T m~mb eY f~ =✓a _ v:9G'k 0,29 0.66 Ks~ ~ J, 5, 6 X (3/s) sHeAg Fo,ece Fi~-r l2'' ,Gtvc7th = o.66x3~8x/2 = 2,97 Xips USF_ 3/6X 2" IUELpINh C 12" o G WEL D GRjp4G17}/ ~ 2$, 1 x 213 =16.'j K1P5 >2.y Jt)ps C 6 1,f > DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-1980 Date :10/3/95 Property Owner : TOC - DS COMPANY Property Address : 12700 32ND AV Contractor License No. : 17884 Company : Adcon Signs - Advertising Concepts, Inc. Phone : 297-9777 Phone : 447 8813 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable t Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED Whe Q DATE Io3 95 Description : 5 NEW AND FACE CHANGES A' LOGO CHANGES Electrical License No : Company : Expiration Date : Approvai: Plumbing License No : Company : Expiration Date : Approval: MENERENSM Construction Value : $3,948.00 Permit Fee : $75.00 Plan Review Fee : $0.00 Use Tax : $59.22 Total: $134.22 Mechanical License No : Company : Expiration Date : Approval: (7) This permit was issued in a~ Regulations and Buildin9 G (2) This pertnit shall expire if (P abandoned for a periotl of 7 (3) If this permit expires, a new (4) No work of anymanner shall (5) ContractorshallnotifytheBi proceetliing with successive (6) The issuance of a permit or I ith the provisions set forth in yopur application antl is subject to the laws of the State of Colorado antl to the Zonin9 it Ridge, Coloredo or any other applicable ordinances of ihe City. uthorized is not commencetl within sixty (60) days from issue date or (B) the building au[horized is suspendetl or be acquiretl for a fee of one-half the amount nortnally required, provided no changes have been or will be made in ihe ysuspensionorabandonmenthasnotexceetletlone(7)year. If changes are made or if suspension or abandonment aaid for a new permit. iat will change 1he naturel Flow of water causing a draina9e pmblem. =.ctortwenty-four (24) hours in atlvance for all inspec[ions and shall receive writlen approval on inspection card before hejob. d of drawings antl specifcations shall not be construetl to be a pertni[ for, nor an approval of, any violation of the provisions 3nce, law, rule or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 9 M-2 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 PropertyOwner: 7~(Ariv,Np SN~nA-ocK Property Address : l d7o~ w, 32 "Y', A-oz_ Phone : 2°/ -7 4-77_7 Contractor License No. : 17 $g`f Company:pDVzj?--nw-5 4vdup~3) 2Ar~, Phone: YO-8913 ~k C~l}rCo'J S'14-05 - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit appliwtion are accurete, and do not violate appliwble ordinances, rules or 2gulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurete; that 1 have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W eat Ri~d+geortl,inances, for work under this permit. lOWNERI(CONTR4CTOR) SIGNFI] ln~ narc /6I'3I9c~' n~'S ,L05~s w+ nption wn~~ 06 lvt ~rs.ue~iiv~'C 1a7CeN-) en/ /j Approval: 6,l Zoning : tzG Approval : OwLOwow~~+z~~~►;ari~: Approval: Occupancy : Walls A~•~~ wez+"Gq„~p DI6}^"oryo 5~3C,.vbc~.~s BUILDING Roof Constructionvalue: "~qq$°' Permit Fee : -JS • cC3 use Tax : S~ a a Total : a? NaYC'FC~ C1k.~oPy `~a-SelA ~5~~('Y ~ ZY~~ r'~t l~,-v GntizR Si-cna~N m1~(, }~be nun..,rew~ ' USE ONLY Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: _j - Plans Regulred Plumbing License No : Company Expiration Date : Approval: _3 . Py[ns Required „f Mechanlcal License No : Company : Expiration Date : Approval: ~ ;;Fibns Rquf(5?1~ (i) This permrt was issued in accortlance with ihe provisions sel fotlh in yopur applicalion and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of VJheat Ritlge, Coloratlo or any other applicable ortlinances of the Ciry. (2) This permrt shall expire if (A) the work authonzed is not commencetl within sixty (60) days fmm issue tlate or (8) the building authorizetl is suspentletl or abandonetl for a period ot 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount nortnalty required, provitletl no changes have 6een or will be matle in the original plans and specifications and any suspension or abantlonment has no[ e:ceeded one (1) year. If changes are matle or if suspension or abantlonment ezceetls one (1) year, full fees shall be paid for a new permit. (4) No work ot any manner shall be tlone Nat will change the naNral Flow of water causing a tlrainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hwrs in atlvance for all inspections and shall receive wntten appmval on inspecUOn cartl before proceetliing with successive phases of Ne job. (6) The issuance of a permit or [he approval of tlrawings and speciFlCations shail not be construetl to be a permit for, nor an approval of, any violation of the provisions of ihe bmlding catles or any other ortlinance, law. mle or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 6cf) A/eAY/ Wn{-Si-ara -e.sc~'+ 30 ~ Lxos o.~ C-}JS~ 4- LdeS'~-' CA~P4 7~'se„j 57~ ~ ~ C~.a~r~.e ~ id -eXrs~~.~g 'Ri eeS7A~n<g .5~5~ I 3,~ ~I ~ - u($~A~~;~¢ Dinamond Sharnrock ~ . BNe ~5.~ l P" 3s1~ ts 30 - ~ N I ~ c~6=~?• lc 5 GP G2GA. F.P.iNT•LCG ir?~ `c?~.`~\~ pn~tiT=~ ~=~~~6 C-F~ ; . rsCcG =~'c•ll~°`}'F~li: s~ i~?% P~=i:' ~r_ ~V~ 1°T.~:.`!G~ iA.~~E3 -cM1..ilil> ~rv~~ i~.::t-1q-+.ATcC\V(\YHiT5 l;_ ea- ~yo+~h.,, ` S-~~ gt-1y , . ~ . „ -