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7530 W. 38th Avenue
i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office TIQt Z_x,CL CE , Inspection Type: f fl Job Address: Permit Number: �r'M ❑ No one available for inspection:' Time AM/PM Re -Inspection required: Yes �--` When corrections are complete, sche*le re -inspection online. 44" City of Wheat Ridge _A� Commercial Telecom PERMIT - 202001582 PERMIT NO: 202001582 ISSUED: 09/10/2020 JOB ADDRESS: 7530 W 38th Ave EXPIRES: 09/10/2021 JOB DESCRIPTION: Modify existing telecom facility - 250 sq ft total *** CONTACTS *** OWNER (303)237-3057 WHEATRIDGE UNITED METHODIST CH SUB (702)465-1026 TIMOTHY BAKER 202206 STRATEGIC WIRELESS GROUP GC (702)465-1026 TIMOTHY BAKER 202206 STRATEGIC WIRELESS GROUP *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 501 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 11254.38 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 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. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Telecom PERMIT - 202001582 202001582 7530 W 38th Ave ISSUED: 09/10/2020 EXPIRES: 09/10/2021 Modify existing telecom facility - 250 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 original permit 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 and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, August 13, 2020 7:39:55 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Commercial 7530 West 38th Avenue, Wheat Ridge, CO 80033 Wheat Ridge United Methodist Church 303-237-3057 Property Owner Email Jpompa@md7.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Lorelei Foronda Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 858-754-2151 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Iforonda@md7.com Retype Contact Email Iforonda@md7.com Address 01:K161CiI91 ffl0N]ayOLib]N:/ Detailed Scope of Modify existing wireless telecommunication facility as depicted Work - Provide a on page T-1 of the construction drawings. detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 250 scope of work Location of work Roof (backyard, on roof, etc) Project Value (contract 25000.00 value or cost of ALL 1$25,000 Valuation OK materials and labor) Upload Engineer letter, 10099232 DF125_38TH WADSWORTH - MA - MD7-302 Ddf other documents on 8 1/2" x 11 " Upload Asbestos Proof Fire Dent Submitted. odf Report if triggler level is met per CDPHE regulation. Upload Drawings 11 " x 10099232 Construct on Draw nas pdf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Lorelei Foronda Permit Email not displaying correctly? View it in your browser. Lorelei Foronda From: NoReply@mobile-eyes.com Sent: Tuesday, August 11, 2020 1:09 PM To: Lorelei Foronda Subject: Permit application accepted - West Metro Fire Protection District Categories: Blue Category Your permit request for United Methodist Church at 7530 West 38th Avenue Wheat Ridge, CO 80033 has been accepted. The Job Number is: 200811006 Description: Modify existing wireless telecommunication facility as depicted on page T-1 of the construction drawings. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 1 week. You can now view where your plan review is at in the queue! Please click the link below: http://www.westmetrofire.org/1013/Plan-Review-Status BE ADVISED WE NO LONGER ALLOW WORK TO BE DONE PRIOR TO A PERMIT BEING ISSUED AND PLACED ON SITE. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". If you check the status of your reviewthrough your Mobile Eyes Contractor Portal you may see a note that says "zoning checks not passed". This is not checked until a permit has been issued and fees have been confirmed paid. This is an internal way for us to keep inspections from being requested until the above has been completed. mc17 Mrs. Hailee Perucci MD7, LLC 10590 West Ocean Air Dr San Diego, CA 92130 (858) 799-7886 Ir • MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Ste. 300 Atlanta, GA 30346 (770) 379-8500 Date: August 19, 2020 Subject: Rooftop Mount Structural Analysis Report AT&T Designation: Site USID: 51140-A Site FA: 10099232 Site Name: 38TH & WADSWORTH Site Address: 7530 West 38th Avenue, Wheat Ridge, Jefferson County, CO 80033 Site Coordinates: Latitude: 39° 46'6.8" N, Longitude: 105° 4'48.2" W Tower Description: 79 ft — Building Mount Description: Wall Mounts Morrison Hershfield Project Number: MD7-302 / 2020340 Dear Mrs. Perucci, Morrison Hershfield is pleased to submit this "Rooftop Mount Structural Analysis Report" to determine the structural integrity of existing antenna mounting system for the existing and proposed antenna and equipment on the above mentioned supporting structure. Analysis of the existing supporting building structure is to be completed by others and therefore is not part of this analysis. This structural analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3 -second gust wind speed of 135 mph. Applicable standard references and design criteria are listed in Section 2 - Analysis Criteria. Our analysis demonstrates that the existing mounts ARE in conformance with the requirements of the above noted standards under the effects of loading described. Summary of Results Mount Components 81.5% Sufficient Connection Checks 1 71.0% Sufficient We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and MD7,LLC. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Morrison Hershfield G. Lance Cooke, P.E. (CO License No. 44803) Senior Engineer City of COWheatR e MMUN11Y DEVELCwMENT `V1/0NA- G. Lance Cooke APPROVED 2020.08.20 Reviewed for Code Compliance 09:45:15-07dy Slusser 8/21/2020 Plans Examiner Date vnam� °r ve�mn: me rsrwre °/o °eram"""°"aw °fvmm wergr�nna• Morrison Hershfield ar.+w»re m grrr aunan,. en Ywa. w mn<er enc aroE+nons g en" wwwa coda or °mer °r°mnnm o/ me Of y aA°N noP Ee wfM Rooftop Mount Structural Analysis Report Project Number. MD7-302/2020340 August 19, 2020 Page 2 1.0 INTRODUCTION This is a 79 ft building. Existing antennas are to be installed at a mount elevation of 53 ft and 43 ft in sector A, B and C on the existing antenna mounts that are attached to building walls. 2.0 ANALYSIS CRITERIA The following design parameters have been used in our analysis: Design Standard: 2018 International Building Code Source Structures and Antennas and Small Wind Turbine Support Structures Fullerton Engineering' Design, ASCE 7-16, Minimum Design Loads for Building and Other Structures Drawings AISC 325-15, Manual of Steel Construction Design Wind Speed: 135 mph (Ultimate 3 -sec gust) with no radial ice Risk Category: II Exposure Category: C Topographic Factor, Ka: 1.0 Design Ice Thickness: 0.25 in [Neglected] Wind Speed with Ice: 30 mph (Nominal 3 -sec gust) [Neglected] The mount analysis was based on the following documentation: Table 1 — Documentation Document Description Source Preliminary Construction Fullerton Engineering' Design, Client Drawings Site Name: 38TH & WADSWORTH, dated 05/21/2020 Redlined RF Data Sheet AT&T Mobility, Client RFDS Name: 38th -& Wadsworth, dated 03/04/2020 Scoping Notes MD7 ,LLC, Client Site ID: COL01445 m� Rooftop Mount Structural Analysis Report Project Number. MD7-302/2020340 August 19, 2020 Page 3 3.0 ANALYSIS LOADING The existing and proposed antennas, transmission lines and other equipment considered in this analysis were provided by the client and are noted in Table 2. Table 2 — Antenna Loads MountAntenna C.L (ft) C.L (ft) Antenna Description Location TX -Lines Note PROPOSED 53.0 53.0 (1) Raycap DC9-48-60-24-8C-EV Squid - DC & Fiber Trunk 113 43.0 43.0 (3) Nokia AIRSCALE DUAL RRH 4T4R 135/29 240W AH BCB RRH EXISTING (3) Commscope NNH4-65C-R6 Panel 400/1800/2900 2 53.0 53.0 (6) Nokia AIRSCALE DUAL RRH 4T4R B25/66 320W AHFIB RRH - 2,3 (3) Nokia AIRSCALE DUAL RRH 4T4R B12/14 32(AN AH LBA RRH (1) Raycap DC648-60-18-8F Squid (3) Commscope NNH4-65C-R6 Panel 40°/180°/290° (6) 7/8" DC & Fiber 2 43.0 43.0 (3) Lucent RRH4x25-WCS-4R RRH Trunk 2,3 (4) Powerv✓ave LGP17501 TMA (1) Powerv✓ave TT1 9-08BP1 11-001 TMA (8) Powerv✓ave LGP21903 Diplexer_ (2) Powerviave CM1007-DBPXBC-003 Diplexer (1) Commscope WCS-IMFO-AMT Filter 53.0 53.0 (1) Raycap DC648-60-18-8F Squid - 4 Note: Any discrepancies in loading from this listing should be brought to Morrison Hershfield's attention; results of this assessment cannot be used if the loading is different. 1. Proposed antennas and equipment. 2. Existing antennas and equipment to remain. 3. Existing and proposed equipment attached directly to the budding and have not been considered m calculations. 4. Existing antenna and equipment to be removed and have not been considered in this analysis. IV 0 Rooftop Mount Structural Analysis Report August 19, 2020 Project Number. MD7-302/2020340 Page 4 4.0 ANALYSIS PROCEDURE RISA -3D (version 17.0.4), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. 5.0 ASSUMPTIONS 1) The building, foundation, and antenna supporting mounts were constructed according to applicable code. 2) The building and antenna supporting mounting system have been maintained according to construction document and manufacturers specifications. 3) The building and its components, including antenna supporting mounts have not been compromised. 4) The analysis of the existing building and its foundation is outside of the scope of this report and has not been performed. 5) The analysis will be required to be revised ifthe existing conditions in the field differfrom those shown in the above -referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 6) Steel grades have been assumed as follows, unless noted otherwise as below: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM 500 (GR B46) HSS (Round) ASTM 500 (GR B42) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 7) The existing mount geometry and member sizes are taken from the photos, dated 04/27/2020, and is considered to be correct. 8) The existing and proposed loading are taken from the redlined RF Data Sheet by AT&T Mobility, RFDS Name: 38th_&_Wadsworth, dated 03/04/2020, and from the scoping notes by MD7, LLC, Site ID: COL01445, and is considered to be correct. This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the antenna mounting system. m� Rooftop Mount Structural Analysis Report Project Number. MD7-302/2020340 6.0 SUMMARY OF RESULTS August 19, 2020 Page 5 The following tables summarize the location and utilized percentage of available capacity for each component of the mount. With consideration to the appropriate safety factors, 100% represents the full capacity of the component. Percentages below 100% indicate available capacity and conformance of the component. Percentages between 100% and 105% indicate an acceptable capacity. Percentages above 105% indicate an overstressed situation requiring structural modification to ensure conformance wth the applicable codes and standards. SEISMIC ANALYSIS: Based on the comparison of the seismic mass of the structure to the weight of proposed telecommunication equipment, it is our opinion that the additional equipment volt have no significant effect on the seismic force resting capacity ofthe building structure. WIND ANALYSIS: Based on our analysis results, the existing mounts ARE within capacity to support the loads under the current loading scenario. Table 3 — Mount Component Stresses vs. Capacity (Wall Mounts) Notes Component Critical MemberCenterline Mount (k) % Capacity I Pass/Fail Antenna Pipe M1 53.0 81.5 Pass 71-1 Antenna Pipe M2 F 43.0 80.1 1 Pass 1 Connection Check - - 71.0 Pass Structure Rating (max from all components) _ 1 81.5% 1) See additional documentation in Additional Calculationsfor calculations supporting tir capacity consumed. 7.0 RECOMMENDATIONS The existing mounts have sufficient capacity to support the proposed loading configuration. No modifications are required at this time. ATTACHMENTS: Software Input Calculations, Wire Frame and Rendered Models, Software Analysis Output, Additional Calculations m� Rooftop Mount Structural Analysis Report Project Number: MD7-302 / 2020340 WIND LOAD CALCULATIONS ON APPURTENANCES: 3.26 Cade Search Code: 1rftma1tional 6ulding Cads 2M Occupancy: occupancy Group = B Busir�ss Risk Category & Importance Factors: August 19, 2020 Page 6 Risk Gategol. Caixguy II : All 61dUs and other abLrkrea except (hose listed in Categxies 1.111, & IV Wind Loads • Other Structures: ASCE 7-16 Ultimate Wind Pressures Wind Factor ' 1.U0 Gust Effect Factor (G) = 0.85 Ultimate Wind Speed= 135 mph Kzt =' 1.00 Exposure = C 1. AT&T's Existing (1) Commscope NNH4-65C-R6 Panel (96"x19.6"x7.8", Wt. = 99.2 lbs), Total (3) Front.- A. ront. A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) Dist to sign top (h) Height (s) Width (B) Wall Return (Lr) _ Directionality (Kd) Case A & B s/h = 0.15 53.0 ft B/s = 0.20 8.0 ft Lr/s = 0.00 1.6 ft Kz = 1.107 z = 43.9 psf 0.85 FAk& Land Comb"ons Usec + Case A & B C. = 1.85 F = qz G Cf As = $9.1 AS As = 12.8 sf F 884 bs ITAV94 Rooftop Mount Structural Analysis Report Pmject Number. MD7-302/2020340 August 19, 2020 Page 7 Side: A. Solid Freestandina Walls & Solid Sians 1& open sians with less than 30% open 2. AT&T's Existing (1) Commscope N NH4-65C-R6 Panel (96"x19.6"x7.8", Wt. =99.2 lbs), Total (3) Front: A. Solid Freestandina Walls & Solid Sians 1& open sians with less than 30% Coen Srh= 0,19 Case A 8 B Dist to sign top (h) 53.0 ft BIS = 0.09 C. = 1.91 Height (s) 8.0ft Lrds• 0.00 F•gzGC1A6 • 71A A5 Width (B) 0.7 It Kz = 1.107 As 55 sf Well Return (Lr) -z • 43.9 Pat F • 400 but Drectionalty (Kd) 0.85 AtiC'E7 Load Cl:slis«. 2. AT&T's Existing (1) Commscope N NH4-65C-R6 Panel (96"x19.6"x7.8", Wt. =99.2 lbs), Total (3) Front: A. Solid Freestandina Walls & Solid Sians 1& open sians with less than 30% Coen WIND LOAD CALCULATIONS ON APPURTENANCES: 1. P2STD Pipe (2.375" OD) Wind Load w = (56.Opsf) x (2.375/12 ft) =11.0 lbs/ft B. Open Signs & Sinale-Plane Open Frames (oneninas 30% or more of gross area Height to centroid of At (z)s E.. Kz = 1.107 Base pressure (qz) • 43.9 lost Width (zero if round) 0.0 ft Dismeter(zero if rec 0.2ft D(gzr.5= 1.33 F=q,GGp= 5&0 Af Percent of open area I • 0.65 Sold Area: A, a 10.0 sf to gross area 35.0% C, • 1.5 F 560 ba DredionaBy (Kd) 0.85 ASCE?Lpe ConhU *ions Used 2. P2STD Pipe (2.375" OD) Wind Load w = (53.6psf) x (2.375/12 ft) =11.0 lbs/ft B. Open Signs & Sinale-Plane Open Frames (openinas 30% or more of gross area) Height to centrod of At (i)l 42.0 ft Kz = 1.060 Base pressure (qz) • 420 par Width (zero if round) 00ft Diameter (zero if rec 0 2 0 D(gz)A.5 • 1.30 F • q, G C.A, • 53.8 At Percent of open area I • 0.65 Sold Area: A. •` 10.0 et to gross area 35.0% C, • 1.5 F • 536 las Drectbnelty (Kd) 0.85A VLoad Corritinaaans Use mri s/h= 0,19 Case A & B Dist to sign top (H) 43.0 ft fila= 020 G = 1 3` Height (s) 8.0 ft Lrfe • 0.00 F • qz G Cf As - 66.1 As Width (8) 1.6 ft Kz = 1.81110 As= I;sf Well Return (Lr) z• 42.0 psf F = 845Its DrectbnaNy (Kd) 0.85 M8CE7 Load Combinations Ui w Side: A. Solid Freestanding Walls 8 Solid Signs (& Open Signs with less than 30% Open) slh= 0.19 Case ABB Dist to sign top (h) .3.0 11 8/s= 0.09 C = 191 Height (a) &0 ft LOS • 0.00 F = qz G Cf A.s = 68.3 As Width (B) 0.7 It Kz = 1.060 As = `_ = sf Wel Return (Lr) i 42.0 Pat F = ?E? Its Drectionarty (Kd) 0.85 ASCE7LoWCombbauanU WIND LOAD CALCULATIONS ON APPURTENANCES: 1. P2STD Pipe (2.375" OD) Wind Load w = (56.Opsf) x (2.375/12 ft) =11.0 lbs/ft B. Open Signs & Sinale-Plane Open Frames (oneninas 30% or more of gross area Height to centroid of At (z)s E.. Kz = 1.107 Base pressure (qz) • 43.9 lost Width (zero if round) 0.0 ft Dismeter(zero if rec 0.2ft D(gzr.5= 1.33 F=q,GGp= 5&0 Af Percent of open area I • 0.65 Sold Area: A, a 10.0 sf to gross area 35.0% C, • 1.5 F 560 ba DredionaBy (Kd) 0.85 ASCE?Lpe ConhU *ions Used 2. P2STD Pipe (2.375" OD) Wind Load w = (53.6psf) x (2.375/12 ft) =11.0 lbs/ft B. Open Signs & Sinale-Plane Open Frames (openinas 30% or more of gross area) Height to centrod of At (i)l 42.0 ft Kz = 1.060 Base pressure (qz) • 420 par Width (zero if round) 00ft Diameter (zero if rec 0 2 0 D(gz)A.5 • 1.30 F • q, G C.A, • 53.8 At Percent of open area I • 0.65 Sold Area: A. •` 10.0 et to gross area 35.0% C, • 1.5 F • 536 las Drectbnelty (Kd) 0.85A VLoad Corritinaaans Use mri Rooftop Mount Structural Analysis Report Project Number: MD7-302/2020340 August 19, 2020 Page 8 WIND LOAD FOR MAXIMUM NEGATIVE PRESSURE ON MOUNTS NEAR BUILDING CORNER: Walls Arer Negative Zone Negative Zone Positive Zone 4 & GCp Surface Pressure at h Use input 20 sf 100 sf 200 sf 500 sf 20 sf 100 sf 2003f 500 sf 10 sf 200 s f 0.90 0.80 1.76 0.70 51.6 46.8 X4.7 X2.0 -51.6 -44.7 -1.80 -1.40 -1.23 -1.00 -94.6 75.5 67.2 -56A -94.6 -67.2 0.90 0.75 0.69 0.60 51.6 44.4 41.3 37.3 51.6 41.3 Summary of wind loading on mounts at 53 ft and 43 ft MCL: Bolt Connection Check: Bolts used for wall connection are (4) 1/2" diameter anchor bolts per connection Maximum Factored Reactions from RISA: X=71 lbs, Y=2146 lbs, Z=898 lbs, My=35 Ib. ft, 3 Tenalcm Iwd +ve (psf) -ve (psf) +ve (lb) Distributed -ve (Ib) +ve (plf) -ve (plf) NNH4-65C-R6 43.9 94.6 884 1905 - - NNH4-65C-R6 42 94.6 846 1906 0K Slrrnglh conbols)" 2 STD Pipe Mount 43.9 94.6 - - 11 23.7 2 STD Pipe Mount 42 94.6 - - 11 24.8 Bolt Connection Check: Bolts used for wall connection are (4) 1/2" diameter anchor bolts per connection Maximum Factored Reactions from RISA: X=71 lbs, Y=2146 lbs, Z=898 lbs, My=35 Ib. ft, 3 Tenalcm Iwd 4 Shear load Load N_ [Ib] Capaclry+N� [Ib] Utillsmlon 16 - N,AN� stalua Sl�l Saeng ' 385 8645 5 OK PRdlmq Strnnglh' 985 7108 5 CK 5umt ned Tension load Bond 30mgla' WA WA NIA WA Canoala Brnakaw $trnnglh•• 1059 6106 15 0K 4 Shear load 5 Combined tension and shear loads Lmlwoan N, 1151 51a1u6 Connection checks are sufficient, see below for the calculation. m� Load V_ nbl Capaelty V, abl Utilization 9v V'Ay� stoma tae Ireng Sr��33 1 SLtel MUM 10th lever a m)' WA WA WA WA Ply t S"rhp {Concrete Breakoo 2147 14664 is OK Slrrnglh conbols)" Concrete edge falls In daecon y+•' 2147 3056 11 df 5 Combined tension and shear loads Lmlwoan N, 1151 51a1u6 Connection checks are sufficient, see below for the calculation. m� www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 0 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: Specifier's comments: 1 Input data Anchor type and diameter: I IAN~ ...4� HIT-HY 200 + HIT -Z 1/24 embedment depth: FEffective hef,act = 5.000 in.(hef,iimit in. Material: DIN EN ISO 4042 Evaluation Service Report: ESR -3187 SAFE6vwET Issued I Valid: 11/1/2016 13/1/2018 Proof: Design method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: IX x ly x t = 16.000 in. x 9.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 60.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [Ib, in.lb] a - -66 � y k Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan i www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 1 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 2 Load case/Resulting anchor forces y Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) 03 04 Anchor Tension force Shear force Shear force x Shear force y 1 355 529 528 23 2 150 528 528 12 3 385 545 545 23 4 179 545 545 12 max. concrete compressive strain: 0.02 [%a] max. concrete compressive stress: 67 [psi] resulting tension force in (may)=(1.231/0.164): 1069 [Ib] resulting compression force in (x/y)=(7.687/-1.460): 171 [Ib] 3 Tension load Load Nua [11b] Capacity + Nn [1b] Uti I izati o n RN = Nua/+ Nn Status Steel Strength* 385 Pullout Strength* 385 Sustained Tension Load Bond Strength* N/A Concrete Breakout Strength** 1069 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC -ES ESR -3187 � Nsa >_ Nua ACI 318-14 Table 17.3.1.1 Variables Ase,N [in .2] futa [psi] 0.14 94200 Calculations Nsa [lb] 13377 Results Nsa [lb] steed Nsa [lb] Nua [lb] 13377 0.650 8695 385 3.2 Pullout Strength Npn = NP k a refer to ICC -ES ESR -3187 � Npn >_ Nua ACI 318-14 Table 17.3.1.1 Variables k a Np [lb] 1.000 10936 Calculations Results Npn [lb] concrete Npn [lb] Nua [lb] 10936 0.650 7108 385 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8695 5 OK 7108 6 OK N/A N/A N/A 6106 18 OK ssion www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 2 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 3.3 Concrete Breakout Strength Ncbg = (ANc N ANco ec, N W ed, N W c, N W cp, N b Ncbg Nua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) 2 ANco = 9 hef 1 WecN = 1 +2eN 1 3 hef = 0.7 + 0.3 Ca,min < 1.0 ed' N (1.5hef) = MAXCa,min 1.5hef 1.0 W cp, N Cac Cac Nb = kc k a �fc' hef5 ACI 318-14 Eq. (17.4.2.1 b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1 c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Variables hef [in.] ec1,N [in.] ec2,N [in.] Ca,min [in.] c,N 5.000 0.769 0.164 4.000 1.000 Cac [in.] kc k a fc [psi] 7.500 17 1.000 3000 Calculations ANc [in .2] ANco [in .2] ecl,N ec2,N ed,N cp,N Nb [Ib] 266.00 225.00 0.907 0.979 0.860 1.000 10410 Results Ncbg [Ib] concrete Ncbg [Ib] Nua [Ib] 9395 0.650 6106 1069 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan i www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 3 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 4 Shear load Load Vua [11b] Capacity + Vn [Ib] Utilization Ov = Vua/+ Vn Status Steel Strength* 545 Steel failure (with lever arm)* N/A Pryout Strength (Concrete Breakout 2147 Strength controls)** Concrete edge failure in direction y+** 2147 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = (0.6 Ase,v feta) refer to ICC -ES ESR -3187 Vsteel > Vua ACI 318-14 Table 17.3.1.1 Variables Ase,v [in .2] f uta [psi] (0.6 Ase,v f uta) [lb] 0.14 94200 5886 Calculations Vsa [lb] 5886 Results Vsa [lb] steel Vsa [lb] Vua [lb] 5886 0.600 3532 545 4.2 Pryout Strength (Concrete Breakout Strength controls) V = k ANc N cpg cp (ANcO ec, N W ed, N W c, N W cp, N b � Vcpg > Vua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) 2 ANco = 9 hef 1 WecN = 1 +2eN 1 3 hef =0.7+0.3 Ca,min < 1.0 ed' N (1.5hef) W cp, N = MAX Ca,min 1.5hef 1.0 Cac Cac Nb = kc k a fc he.f5 Variables kcp hef [in.] ec,,N [in.] 3532 16 OK N/A N/A N/A 14684 15 OK 3058 ACI 318-14 Eq. (17.5.3.1 b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ec2,N [In.] Ca,min [In.] 2 5.000 0.002 0.066 4.000 c,N Cac [in.] kc k a fc [psi] 1.000 7.500 17 1.000 3000 71 OK Calculations ANc [in. ANco [in .2] ecl,N ec2,N ed,N cp,N Nb [lb] 266.00 225.00 1.000 0.991 0.860 1.000 10410 Results Vcpg [lb] concrete Vcpg [lb] Vua [lb] 20977 0.700 14684 2147 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 4 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 4.3 Concrete edge failure in direction y+ V= Avc V cbg A ec,V W ed,V W c,V W h,V W parallel,V b Vcbg Vua Avc see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avco = 4.5 c 2 a 1 W ec,v = 1 + 2e„ <_ 1.0 3Cal ed,V = 0.7 + 0.3 Ca2 <_ 1.0 1.5cal = 1.5cal>1.0 "'v ha 0.2 V = 7 le VU %, f C1.5 b d a a c al a Variables Cal [in.] Ca2 [in.] env [in.] ACI 318-14 Eq. (17.5.2.1 b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) W c,V ha [in.] 4.000 28.500 0.020 1.000 60.000 le [in.] k a da [in.] fc [psi] W parallel,V 4.000 1.000 0.500 3000 1.000 Calculations Avc [in. I Avco [in .2] W ec,V W ed,V W h,V Vb [lb] 96.00 72.00 0.997 1.000 1.000 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 4368 0.700 3058 2147 5 Combined tension and shear loads Rry Rv Utilization (3N,v [%] Status 0.175 0.702 5/3 61 OK RNV = A + PV' < 1 6 Warnings 3287 • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001 /Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The (P factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 5 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 7 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 0.563 in. Plate thickness (input): 0.250 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: No cleaning of the drilled hole is required 7.1 Recommended accessories Drilling • Suitable Rotary Hammer • Properly sized drill bit 8.000 Cleaning • No accessory required y Anchor type and diameter: HIT-HY 200 + HIT -Z 1/2 Installation torque: 354.030 in.lb Hole diameter in the base material: 0.563 in. Hole depth in the base material: 6.000 in. Minimum thickness of the base material: 7.250 in. Setting • Dispenser including cassette and mixer • Torque wrench 8.000 C) 3 0�4 11 0 0 V c+X c_y c+y 1 0.000 0 28.500 - 4.000 0 2 4.000 -3.000 32.500 - 4.000 10.000 14 3.000 0 - 10.000 4.000 0 3.000 32.500 co 4.000 0 0 1 2 00 0 U") 8.000 1 4.000 1 4.000 Coorginates Anchor in. nc or x y c_X c+X c_y c+y 1 0.000 -3.000 28.500 - 4.000 10.000 2 4.000 -3.000 32.500 - 4.000 10.000 3 0.000 3.000 28.500 - 10.000 4.000 4 4.000 3.000 32.500 - 10.000 4.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan __1O1x www.niiti.us Profis Anchor 2.7.3 Company: Morrison Hershfield Page: 6 Specifier: THaile Project: FA10099232 38TH & WA Address: Sub -Project I Pos. No.: MD7-302 / 2020340 Phone I Fax: Date: 8/19/2020 E -Mail: 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan A Morrison Hershfield PK MD7-302 / 2020340 SK -1 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:23 PM Antenna Pipe Mount.r3d A Morrison Hershfield PK MD7-302 / 2020340 SK -2 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:23 PM Antenna Pipe Mount.r3d A Morrison Hershfield PK MD7-302 / 2020340 SK -3 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:23 PM Antenna Pipe Mount.r3d A Morrison Hershfield PK MD7-302 / 2020340 SK -4 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:23 PM Antenna Pipe Mount.r3d A Member Length (in) Displayed Morrison Hershfield PK MD7-302 / 2020340 SK -5 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:24 PM Antenna Pipe Mount.r3d A Loads: BLC 1, IDL Envelope Only Solution Morrison Hershfield PK MD7-302 / 2020340 SK -6 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:24 PM Antenna Pipe Mount.r3d A 11bAt -361b -361b 11bAt -341b -341b Loads: BLC 2, Wind X Morrison Hershfield SK - 7 PK Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:24 PM MD7-302 / 2020340 Antenna Pipe Mount.r3d A Loads: BLC 3, Wind Z+ Envelope Only Solution Morrison Hershfield PK MD7-302 / 2020340 SK -8 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:24 PM Antenna Pipe Mount.r3d A Loads: BLC 4, Wind Z - Envelope Only Solution Morrison Hershfield PK MD7-302 / 2020340 24lbAt SK -9 Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:24 PM Antenna Pipe Mount.r3d Company Morrison Hershfield Aug 19, 2020 IIIRI Si4 Designer PK 10:26 Job Number MD7-302 / 2020340 Checked By: GLC A NEMETSCHEK COMPANY Model Name Site #:51140-A / 38TH & WADSWORTH (Global) Model Settings Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in'2) 144 Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Include P -Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/sec^2 386.4 Wall Mesh Size in 24 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th 360-16 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code None Masonry Code None Aluminum Code None - Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA -3D Version 17.0.4 [C:\Users\PKris hna\Desktop\302Wnalysis\Antenna Pipe Mount.r3d] Page 1 Company Morrison Hershfield IIIRI Si4 Designer PK Job Number MD7-302 / 2020340 A NEMETSCHEK COMPANY Model Name Site #:51140-A / 38TH & WADSWORTH (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation in Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 3 R 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 4 Cd X 4 Rho Z 1 Rho X 1 Aug 19, 2020 10:26 PM Checked By: GLC Hot Rolled Steel Properties Label E Iksil G Iksil Nu Therm /1 E5 F Densit k/ftA3 Yield[ksil Ry Fu ksi Rt 1 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 Hot Rolled Steel Section Sets Label Shape Type Desi n List Material Design RulesA[in ... l i..Jzz i..J in4 1 Antenna Pie PIPE 2.0 Column Pie A53 Gr.6 Typical 1.02 .627A27 1.25 Hot Rolled Steel Design Parameters Joint Boundary Conditions Joint Label X fk/inl Y fk/inl Z fk/inl X Rot.fk-ft/radl Y Rot.fk-ft/radl Z Rot.fk-ft/radl 1 N10 Reaction Reaction Reaction Reaction 4 2 N9 Reaction Reaction Reaction WLX Reaction 3 N11 Reaction Reaction Reaction Reaction Wind Z+ 4 N12 Reaction Reaction Reaction 4 Reaction Basic Load Cases BLC Description Cateaory X G ... Y G ... Z G... Joint Point Distributed Area(Me... Surface(Plate 1 DL DL -1 4 2 Wind X WLX 4 2 3 Wind Z+ WL+Z 4 2 4 Wind Z- WL -Z 4 2 RISA -3D Version 17.0.4 [C:\Users\PKris hna\Desktop\302Wnalysis\Antenna Pipe Mount.r3d] Page 2 Company Morrison Hershfield IIIRI Si4 Designer PK Job Number MD7-302 / 2020340 A NEMETSCHEK COMPANY Model Name Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 10:26 PM Checked By: GLC Member Point Loads (BLC 1 : DL) NAcmhcr I ahcl ni—finn Manni#i Aarlh Ih-ftl I n—finnrin 0/-1 1 M1 Y -50 30 2 M1 Y -50 95 3 M2 Y -50 36 4 M2 Y -50 100 Member Point Loads (BLC 2: Wind X) Momhor I ahal nirortinn Mannifi irlarlh Ih-ftl I nrafinnrin OM 1 M1 X -36 30 2 M1 X -36 95 3 M2 X -34 100 4 M2 X -34 36 Member Point Loads (BLC 3: Wind Z+) nncmhcr I hc1 ni— inn Mmnni+i irlcrlh Ih_f41 I n— innrin 0/1 1 M1 Z -35 95 2 M1 Z -35 30 3 M2 Z -33 36 4 M2 Z -33 100 Member Point Loads (BLC 4: Wind Z-) NAcmhcr I ahcl ni— inn Mannifi Aarlh Ih-ftl I nra#innrin 0/-1 1 M1 Z 953 95 2 M1 Z 953 30 3 M2 Z 953 36 4 M2 Z 953 100 Member Distributed Loads (BLC 2: Wind X) Member Distributed Loads (BLC 3: Wind Z+) 2 1 M2 PZ -11 -11 0 0 1 Member Distributed Loads (BLC 4: Wind Z-) 1 1 M1 PZ 25 25 0 0 Load Combinations nacrrinfinn Cnlva Pnal CR RI r Parfnr RI r Parfnr RI r Parfnr 1 1.4 DL Yes Y DL 1.4 2 1.2 DL + 1.0 Wind X Yes Y DL 1.2 WLX 1 3 1.2 DL - 1.0 Wind X Yes Y DL 1.2 WLX -1 4 1.2 DL + 1.0 Wind Z+ Yes Y DL 1.2 WL... 1 5 1.2 DL + 1.0 Wind Z- Yes Y DL 1.2 L -Z 1 6 0.9 DL + 1.0 Wind X Yes Y DL .9 WLX 1 7 0.9 DL - 1.0 Wind X Yes Y DL .9 WLX -1 RISA -3D Version 17.0.4 [C:\Users\PKris hna\Desktop\302Wnalysis\Antenna Pipe Mount.r3d] Page 3 Company Morrison Hershfield IIIRI Si4 Designer PK Job Number MD7-302 / 2020340 A NEMETSCHEK COMPANY Model Name Site #:51140-A / 38TH & WADSWORTH Load Combinations (Continued) Aug 19, 2020 10:26 PM Checked By: GLC Envelope Joint Reactions Inin+ X rlhl I r V rlhl I r 7 rlhl I r RAX rlh I r NAV rlh_f+l l r NA7 rlh_f+l l r 1 N10 max 87.013 6 2944.703 5 79.124 8 0 9 43.506 6 0 9 2 min -87.013 7-164.781 8 -1020.64 5 0 1-43.506 7 0 1 3 N9 max 100.488 2 308.067 4 108.694 4 0 9 50.244 2 0 9 4 min -100.488 3-2801.47 g -1150.15 g 0 1-50.244 3 0 1 5 N11 max 80.105 6 2972.881 5 72.464 8 0 9 40.053 6 0 9 6 min -80.105 7-166.534 8 -899.928 5 0 1-40.053 7 0 1 7 N12 max 103.395 2 309.85 4 111.311 4 0 9 51.698 2 0 9 8 min -103.395 3-2829.6... g -1260.32 g 0 1-51.698 3 0 1 gTotals: max 371 6 382.043 1 367 8 10 min -371 3 245.599 8 -4326.5 5 Envelope RISC 15th(360-16): LRFD Steel Code Checks 1 M1 PIPE 2.0 .815 16.4291 5 .116 111.857 9 18922.0841 32130 11871....11871.. j 1 H1 9 KA9 PIPF 9 D RD1 111.... 9 198 111.857 9 8922.084 igviD 1871 .... 1871..1 1 IH1... RISA -3D Version 17.0.4 [C:\Users\PKris hna\Desktop\302\Analysis\Antenna Pipe Mount.r3d] Page 4 CFrr(EM)� Z X rrm Member Code Checks Displayed (Enveloped) Envelope Only Solution Morrison Hershfield SK - 10 PK Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:25 PM MD7-302 / 2020340 Antenna Pipe Mount.r3d sFrr(Em.)en Z X rrm Member Shear Checks Displayed (Enveloped) Envelope Only Solution Morrison Hershfield SK - 11 PK Site #:51140-A / 38TH & WADSWORTH Aug 19, 2020 at 10:25 PM MD7-302 / 2020340 Antenna Pipe Mount.r3d ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 5447.68 ft (NAVD 88) Risk Category: II Latitude: 39.768556 Soil Class: D - Stiff Soil Longitude: -105.080055 Broomfield- - Narthglenn YI \ I 'N'iYJY4 FAVI - I su'dr,. Thornton lyw FL.ylu rul _ Westminster Pay♦ 5. She I '/:hAeF4nc h D�n Spm e P.rk Fbr1r, labb . Mrun�nm 1k�rk I-rn 'ramp sxY] c W-1 F'arl: T - /.j am F r.rf- k Pw�k Red 1 kxk� Y]^ Fark 41Y:n L4 F'ark 'F -n IF— ,rn F*- P.�Y _x.11 hi-XJn HU ' — hb4nl Lirda P3 •k l4�uad f + F_cmmerc e Denver 1 Lakewood I Englewood LroakLaky F,arh ':Mrr, IWin 1 'AFI+'.FF,' ;'Littleton reeny—d CulumUME -1 I..1 1.1 �I Results: Wind Speed: 107 Vmph 10 -year MRI 77 Vmph As per Wheat Ridge City Design criteria the wind speed is considered to be 135 Vmph 25 -year MRI 84 Vmph 50 -year MRI 89 Vmph 100 -year MRI 93 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 Band Figs. CC.2-1—CC.2-4 Date Accessed: Wed Aug 19 2020 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 7-16 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 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https:Hasce7hazardtool.online/ Page 1 of 3 Wed Aug 19 2020 ASCE@ AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: Ss 0.222 S1 0.06 Fa 1.6 FV 2.4 SMS 0.355 SM1 0.143 SDs 0.237 Seismic Design Category B MCER Response Spectrum 40 0.35 0.30 0.26 0.20 0.16 0.10 0.06 0 1 2 Sa (g) vs T(s) 0.22 0.20 0.18iii 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 Q SD1 TL PGA: PGA M FPGA le CV 0.2r, 0.2 0.1 0.1 0.0 0.095 4 0.123 0.192 1.553 1 0.744 Design Response Spectrum 6 0 MCER Vertical Response Spectrum 016 0.14 0.12 0.10 • 0.08 #i +. 0.06 0.04 i### 0.02 0.5 Sa (g) vs T(s)1.0 1.5 2.0 Q 1 2 Sa (g) vs T(s) 3 Design Vertical Response Spectrum ii see ##iii####*#ilii#• 0.5 Sa (g) vs T(s)1.0 1.6 2.0 Data Accessed: Wed Aug 19 2020 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https:Hasce7hazardtool.online/ Page 2 of 3 Wed Aug 19 2020 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 0.25 in. 5F 50 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Wed Aug 19 2020 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 500 -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. 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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:Hasce7hazardtool.online/ Page 3 of 3 Wed Aug 19 2020 SITE PHOTO SITE INFORMATION SITE NAME: 38TH & WADSWORTH USID: 51140 PACE /: MRUTH040365 / MRUTHO40442 COUNTY: JEFFERSON LATITUDE (MAD 83): 39' 43' 8.80016' C-1 SITE PLAN 391 LONGITUDE (NAD 83): -105 4' 48.19908- 8.19908'-105.0800555 REMOVE 1 IXISTINC DC POWER PLANT - 105.081 GROUND ELEVATION (ANSA): 5443' JURISDICTION: CITY OF WHEAT RIDGE OCCUPANCY USE: U -TELECOMMUNICATIONS CONSTRUCTION TYPE IIB TOWER OWNER: WHEAT RIDGE UNTIED METHODIST CHURCJ ADDRESS: 7530 WEST 38TH AVE. WHEAT RIDGE. CO 80033 I LEGAL DESCRIPTION I a t & t ♦ LA, City of Whcat COMMUNITY L)EVELLN'MENT ge APPROVED Reviewed far Code f,9wIfanes —9[7.20 20 Plans Examiner Date "of" Inrurlsnre MPA+T+1YtDr oAo,/Ma1+Ls+INEq(mftM aMrarpulWnanr AAoll Rat b o PWortim oran appINOat ar4.1Fal0om w Ory MlM aPa4rwN QtAE lAWMM9 aaW aAglCNp arWlwn. PxmTp M-WAB b9fweW fly W WA& asaW tAXAn4YWWM 110,& MV 001148 EYat11YI WBA4WOM0/IAEa1FWAd' Oat OrgOa. 'rovide engineer etter fro attachment )f equipment to ower at Final nspection PROJECT: SITE NAME: USID / SITE ID: FA NUMBER: PACE NUMBER: SITE ADDRESS: RFDS ID: Reviewed for Zoning Compliance by the SHEET INDEX City of Wheat Ridge Plarning Division .� SHEET SHEET TITLE LTE 6C / 5G NR APPROVED 38TH & WADSWORTH BY: at&t 51140/COL01445 DATE: August 18, 2020 4393 RIVERBOAT ROAD, SURE 400 COMMENTS: TAYLORSVILLE, UT 84123 10099232 MRUTH040366 / MRUTH040442 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 3578748, VERSION 2.0 PROJECT DESCRIPTION SHEET INDEX THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION SHEET SHEET TITLE OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR 4UMSER AT&T'S WIRELESS TELECOMMUNICATIONS NETWORK. T-1 TIRE SHEET EXISTING OC -6 RAYCM EXISTING DIPL.EXERS GN -1 GENERAL NOTES EXISTING TMAS 7ENSTALL C-1 SITE PLAN NEW DC -9 RAYCAP NEWDCPOWERTRUNKNEW C -IA ENLARGED SITE RAN RRH UNITS REMOVE 1 IXISTINC DC POWER PLANT C-2 EQUIPMENT LAYOUT REMOVE ALL EXISTING 155AH MARATHON BATTERIES REMOVE 1 IXIS'nNG BATTERY CABINET THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE REMOVE 1 IXISIING 9412 CABINET INSTALL 1 NEW REX 21 CABINET C-3 SITE ELEVATIONS INSTALL 1 NEW EMERSON 512 DC POWER PLATT C-4 ANTENNA LAYOUIS INSTALL 13) NEW -49V RECTIFIERS INSTALL 2) NEW -411V TO -124V CONVERTERS INSTALL 24) SB 170 BATTERIES IN (6) STRINGS C-5 ANTENNA AND CABLE SCHEDULE INSTALL 1) NEW BATTERY CABI INSTALL 1] NEW FSM4 W/ (1)%L (1) ASIK AND (1) AMIA CARDS INSTALL 1 NEW FSM4 C2 C-6 SPECIFICATIONS AND DETAILS INSTALL 3 NEW 30A DC CIRCUIT BREAKERS FOR NEW RRH UNITS C -GA SPECIFICATIONS AND DETAILS INSTALL 1 NEW 25A DC CIRCUIT BREAKER FOR ASIK FOR 5GNR FSM4 CO OR SHALL FURNISH ALL MATOW WITH THE E-1 SYSTEM SCHEMATIC D104P M IXCEPIION IF AT&T SUPPLIEDMATERIAL ALL MATERIAL SHALL BE INSTALLED BY THE CONTRACTOR CODE COMPLIANCE E-2 SINGLE UNE DTAIRMII C-1 CROUNDNG DETAILS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORTIIES. TWRLIXNG COM 2018K• INTERNATIONAL BUILDING CODE EMAIL' 0199111"LCOM PHONE: (547) 606-3527 DORIS WLLONBY OR SUZANNE HATCUFF 303-422-3459 POWER COMPANY: 2017 NATIONAL ELECTRIC CODE AT&T QUALITY MANAGER: DATE: THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A ■ 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON I IDD E VVOODRELO ROAD, SURE Soo SCHAUMBURG, ILLINOIS 60173 TEL 947.9084400 .#.%er*DEPgI md%w, 1Wl1 FEV1 0 0]A1840 FINK I, OW1B20 REVNiED9D% A 082120 sm R REV. DATE REVISC.-IPRON I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPE-SION AND CONTROL. AND TO THE BEST ON UYY KNOWLEDGE AND BELIEF COMPLY WITH T E EOUIREMENTS OF ALL APPLICABLE CODES. yobaoBP 0*s �O•y C.OQ ,z 42914 ni f aNAI ENS' �hsv� 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 TITLE SHEET T-1 2020.0098.01175 MAINTENMICE. THE PROJECT WILL NOT RESULT IN ANY 51101IFlGWT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER. OR TRASH DISPOSAL 15 REQUIRED AND NO - COMMERCIAL SIGNAGE IS INSTALLED. PROJECT TEAM DRIVING DIRECTIONS DO NOT SCALE DRAWINGS APPROVALS PROJECT MANAGER: ENGINEER: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE AT&T FUIERGRI EM#IFIIdFD DOISLLTMJIS, UO 1-25 NORM TO 1 711, CO WEST 70 WADSWORTH BLVD, CO SOUTH ON SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS pQCUMETRTS AND AUDIORIZE THE SUBCONTRACTOR TO PROCEED H11Y TAYLOR 1100E WOODFlELD ROAD WAD4AORM, TO 3BITT AVE. TURN FAST ON 38TI1 AVE. CINRON 6 ON & CONDITIONS ON THE JOB SITE &SHALL IMMEDIATELY NOTIFY THE WITH THE OONSTRUCTION DESCRIBED HEREIN. AL DOCUMENTS ARE 161 INVERNESS DRIVE WEST SUITE 500 THE RDNT ONE HALF BLOCK DOWN. WHEAT I30CE UNITED METHOODIST ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND 2ND FLOOR SCHAUMBURG, ILLINOIS 60173 CHURCH. SITE 6 ON NORM SIDE OF CHURCH NEXT TO THE TOWER NNS WITH THE WORK OR BE RESPONSIBLE FOR SAME MAY IMPOSE CHANGES OR MODIFICATIONS ENGLEWOOD. 00 60112 CONTACT: VENERA TAKO LOCATED N TELCO BOX N COMPOUND. LOCKBOX COMBO 0317. CONTACT: EMAIL' 0199111"LCOM PHONE: (547) 606-3527 DORIS WLLONBY OR SUZANNE HATCUFF 303-422-3459 POWER COMPANY: AT&T QUALITY MANAGER: DATE: EINU VTOKO F�aNGCpA XCEL ENERGY 500-481-47W METER NUMBER: W2359012 ACCOUNT NUMBER: 53735101MMMOD FOR WRUMC GTE LOCK WDA. BE 23570 SITE ACQUISITION- CONSTRDLTDN MANAGER: AT&T PM: -DATE: M07 AT&T CONTACT: HILEE PERUCCI CONTACT: RICHARD MARTINEZ t AT&T RF:. -DATE: PHONE: (8513) 791 PHONE: EMAIL- HPERUCCI9MD7.COM EMAIL• rXS3560oH.COM RF ENGINEER. MOUNT A lWY DATED 6/2/20 AT&T OPS, -DATE: CONTACT: NNN HNVICIM SXINPLETm RY MORRISON NERSHFlELO NTA' G. LANCE COOKE. P.E. AT&T SAO: -DATE. PHONE (815) 506-34S9 NE: (770) 378-13500 EMAIL- nnlBBngaN.com MAIL• ollanitOOmordsonhenehfield.com NOTE: DRAWING SCALES ARE FOR 11'07' SHEETS UNLESS OTHERWISE NOTED PROPERTY OWNER' GTE' ■ 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON I IDD E VVOODRELO ROAD, SURE Soo SCHAUMBURG, ILLINOIS 60173 TEL 947.9084400 .#.%er*DEPgI md%w, 1Wl1 FEV1 0 0]A1840 FINK I, OW1B20 REVNiED9D% A 082120 sm R REV. DATE REVISC.-IPRON I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPE-SION AND CONTROL. AND TO THE BEST ON UYY KNOWLEDGE AND BELIEF COMPLY WITH T E EOUIREMENTS OF ALL APPLICABLE CODES. yobaoBP 0*s �O•y C.OQ ,z 42914 ni f aNAI ENS' �hsv� 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 TITLE SHEET T-1 2020.0098.01175 1. THE CONTRACTOR SHOAL BE RESPONSIBLE FOR FOLLOWING ALL LAWS. REGULATIONS, AND RULES SET FORTH BY FEDERAL STATE, AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE PROJECT. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW. ORDINANCE, REGULATOR OR RULE IS MENTIONED M THESE SPECIFICATIONS. 2. ALL WORK SIAL BE COMPLETED AS WDN ATED ON THE DRAWRIGS. PROJECT SPECIFICATIONS. AND THE CONSTRUCTION CONTRACT DOCUMENTS 3. THE CONTRACTOR SHALL WAVE AND AWNfAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE PARK IS 10 BE PERFORMED, FOR JURISDICTIONS THAT UCENSE INDIVIDUAL. TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES SHALL BE LICENSED. 4. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMNISM71DN (OSHA) AND STATE LAW AS DEFINED IN THE FEDERAL OCCUPAOONAL SAFETY AND HEALTH ACT. S PRIOR TO 71E SUBMISSION OF THE BID, THE CONTRACTOR SHAT. VISIT THE JOB SITE. VERIFY ALL DIMENSIONS ABECOME FAMILIAR WITH THE FIEND CD DITIONS. ANY DISCREPANCIES SHALL BE BROUGHT 70 THE ATTENTION OF THE PROJECT MANAGER. 8. DRAWING PLANS SHALL NOT BE SCALED. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK NOT CLEARLY ITE "IFIED ON THE DRAWINGS WIOHDUT THE PRIOR WFIMEN APPROVAL OF THE PROJECT MANAGER. B. THE CONTRACTOR SHALL INSTAL ALL EQNPMENF AND MATERIALS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE NOTED 9. ALL MEANS AND METHODS OF CONSTRUCTION DEALM WITH TOWER CONSTRUCTION AND SAFETY, STEEL ERECTION, EXCAVATIONS, TRENCHING, SCAFFOLDING, FORMWORK, ELECTRICAL. AND WORK IN CONFINED SPACES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. WHEN THE CONTRACTOR ACTIVITIES IMPEDE OR OBSTRUCT TRAFFIC FLOW. CONTRACTOR SHALL PROADE TRAFFIC CONTROL DEVICES, SKINS, AND FLAGMEN N ACCORDANCE WITH APPLICABLE FEDERAL. STATE OUT AND LOCAL. REQUIREMENTS. 11. THE CONTRACTOR SHALL COORDINATE SITE ACCESS AND SECURITY WITH THE PROPERTY OWNER AND THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHA. BE RESPONSIBLE FOR COORDINATION WITH UTILITIES 13. THE CONTRACTOR SHALL CALL THE LOCAL PUBLIC UTILITY LOCATING PROVIDER (811) A MMMUIM OF THREE BUSINESS DAYS PRIOR TO EXCAVATING N THE PUBLIC RIGHT OF WAY. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PRIVATE UTILITIES. 15, THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES OR FACILITIES T DEEMS NECESSARY TO COMPLETE THE WORK THIS INCLUDES. BUT S NOT UNITED TO WATER. SEWER. POWER, 70EPF10NE. NEAT. UGHITNG OR SECURITY. 16. WHEN EXCAVATING IN THE AREA OF EXISTING UNITES, TIE CONTRACTOR SHALL USE REASONABLE CARE IN PROTECTING SUCH UTILTRES. CONTACTOR SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY OF ANY CONFLICTS BETWEEN EXTSTLNG UTUTES AND PROPOSED CONSTRUCTION. 17. DAMAGE TO PUBLIC OR PRIVATE UTRUTIES SHALL BE REPORTED TO THE PROJECT MANAGER AND THE OWNER OF THE UTILITY IMMEDIATELY. ANY DAMAGE RESULTING FROM CONTRACTORSNEGUGE14CE OR FAILURE TO ACT WITH DUE REGARD SMALL BE REPAIRED AT CONTRACTORS EXPENSE 111 UNLESS 07MWA E NOTED ON THE PLANS, CONTRACTOR SHILL ASSUME AL SURFACE FEATURES SUCH AS BUT NOT LIMITED TO BUILDINGS, PAVEMENTS, LANDSCAPING FEATURES, PLANTS. ETC. ME TO BE SAVED AND PROTECTED FROM DAMAGE. CONTRACTOR SHALL MAKE NECESSARY PRDVIBIOS TO PROTECT EXISTING SITE CONDITIONS AND UPON COMPLETION OF WORK REPAIR BACK TO ORIGINAL CONDITIONS ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION. 19. KEEP THE CONSTRUCTION SITE CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED M REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND SHALL BE SUBJECT TO APPROVAL BY THE PROPERTY OWNER AND THE PROJECT MANAGER 2O. THE CONTRACTOR SHALL PROVIDE ON-SITE TRASH RECEPTACLES FOR COLLECTION OF NON-TOXIC DEBRIS ALL TRASH SHALL BE COLLECTED ON A DAILY BASS. 21. ALL TOXIC AND ENVIRONMENTALLY FAZARWUS SUBSTANCES SHALL BE USED AND DISPOSED OF IN ACCORDANCE WITEI MANUFACTURER SPECIFICATION. UNDER NO CIRCUMSTANCES SHALL RINSING OR DUMPING OF THESE SUBSTANCES OCCUR ON-SELE 22. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS NECESSARY FOR CONSTRUCTION. 23. THE PROJECT MANAGER MAY RETAIN THE SERVICES OF A TESTING LABORATORY TO PERFORM QUALITY ASSURANCE TESTING ON VARIOUS PORTIONS OF THE CONTRACTORS WORK WHEN REQUESTED. THE CONTRACTOR SHALL INFORM THE TESTING LABORATORY AND ASSIST THEA IN COMPLETNG TESTS. 24, THE CONTACTOR 59 -LL MAINTAIN AND SUPPLY THE PROJECT MANAGER WITH AS -BUILT PLANS UPON COMPLETION OF THE PROJECT. ELECTRIC: 1. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND LOCAL CODES AND OSHA REOUIRRINIS. 2. THE ENTIREELECTRICAL INSTALLATION SHALL BE GROUNDED AS REWIRED BY ALL APPLICABLE (ODES. 3. THE CONTRACTOR 944LL PROVIDE ALL LABOR, MATERIALS, INSURANCE. EQUIPMENT. INSTALLATION( CONSTRUCTION TOOLS AND TRANSPORTATION FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGRED THROUGHOUT AND AS INDICATED ON DRAWINGS. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT AND INSPECTION FEES, AND BE RESPONSIBLE FOR SCHEDULING INSPECTIONS WITH THE AUTHORITY HAVING JURISDICTION. 5. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, IEEE NEMA AND NFPA S. ALL MATERIALS SWILL BE LUL LISTED. 7. ALL MATERIALS AND EQUIPMENT SHLLL BE NEW MID IN PERFECT CONDITON WHEN INSTALLED AND SWILL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. B. MATERIALS SHAT. MEET WITH APPROVAL OF THE AUTHORITY HAVING JUMSDICRONL 9. THE CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST. AND EXAMINATION PARK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND STARTING CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 10. THE CONTRACTOR SHALL COORDINATE WRAP UTILITY COMPANY FOR CONNECTION OF THE TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS 70 BE PAD BY CONTRACTOR. 11. UPON COMPLETION OF WORK. CONDUCT CONTINUITY. SHORT CIRCUIT. AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT TEST REPORTS TO THE PROJECT MANAGER. 12. ALL BROCHURES. OPERATING MANUALS, CATALOGS, SWOP DRAWINGS. ETC. SHALL BE TURNED OVER TO THE PROJECT MANAGER AT JDB COMPLETION. 13, POST -INSTALLATION, ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTFICKnON, AT THE EXPENSE OF THE CONTRACTOR. 14, PROVIDE THE PROJECT MANAGER WITH ONE SET OF COMPLETE EUMTRICAL 'AS -INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 15. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS NOTING 115E FUNC1gN 15, EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BDMD, RAL BOLI J -BOK. SWITCH BOLI ETC. 17. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS OTHERWISE NOTED. 18. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE 19. ALL CONDUCTORS SHALL BE COPPER. 20. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT STALL HAVE M INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10.000 A.I.C. 21. PATCH, RERAN AND PANT ANY AREA THAT HAS BEEN DAMAGED N THE COURSE OF THE ELECTRICAL WORK. 22. PENETRATIONS IN FIRE RATED WALLS SIW1 BE FIRE STOPPED TO MATCH ORIGINAL RATING. 23. BX OR ROMEX CARE S NOT PERMITTED. 24. ALL ELECTICAL/RBER ENCLOSURES. JUNCTION BOXES, CONDUIT KNDODUIS, RACEWAYS, ETC. SHALL BE RODENT-PRDOF. 25. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMYCED CONDDW. 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 GENERALNOTES errvuMAex GN -1 2020.0098.0015 GENERAL ABBREVIATIONS NOTES: AFF ASL ABOVE FINISHED FLOOR ABOVE GRADE LEVEL 1. SITE PIM! INFORMATION CONTAINED HEREIN IS TAKEN FROM AMSC APPROX ABOVE MEAN SEA LEVEL APPROXIMATE DOCUMENTS PROVIDED BY THE CLIENT AND PUBLICLY AVAILABLE ONLINE SOURCES, INCLUDING THE COUNTY GIS ATS AUTOMATIC TRANSFER SWITCH WEB SITE. THIS IS NOT INTENDED TO BE A SUBSTITUTE FOR AWG AMERICAN WIRE GAUGE A FULL BOUNDARY SURVEY, AND NERVIER WARRANTY NOR BLDG BUILDING GUARANTEE IS GIVEN BY THE ENGINEER NOR FULLERTON PL PROPERTY LINE RGS RIGID GALVANIZED STEEL ENGINEERING AS TO THE ACCURACY NOR THE LR CLEaaRLINE COMPLETENESS OF THE PROVIDED INFORMATION. COL COLUMN 2. THERE IS NOTHING BLOCKING THE LINE OF SITE FOR THE CONC CND CONCRETE CONCUR ANTENNAS WITHIN 3OFT DWG DRAWING MGB MIN FT FOOT - — EGB ELEC EOUIPMEN GROUND BAR ELECTRICAL WROUGHTIRON ELECTRIC EMT ELECTRICAL METALLIC TUBING OVERHEAD ELEV ELEVATION UNDERGROUND FIBER EQUIP (E) EQUIPMENT EXISTING OVERHEAD EXT EXTERIOR UNDERGROUND TELEPHONE OJ_OJ OVERHFAO E%ISTING UP�f0 UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD END FOUNDATION I BUILDING W WITH F GA FIBER GAUGE 1 T/IY20 REV 1 10+ UTILITY POLE I NEW AND EXISTING AT&T ANTENNAS GALV CPS GALVANIZED GLOBAL POSITIONING SYSTEM I HEREBY CERTRY THAT M THESEDRWIN05 WERE SPARED BY ME UNDO DIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF IKNOW OE `DL LEL THE REQUIREMENTSOALAPPCABE G DES. aayl�Rl�h COMPRESSED STONE OE OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET AND EQUIPMENT ON EXISTING BUILDING SEE C-4 FOR DETAILS GND GROUND EARTH PL PROPERTY LINE RGS RIGID GALVANIZED STEEL GRAVEL LP MAX LIQUID PROPANE MA%IMUM -- - - - - - MFR MANUFACTURER LEASE LINE LINE W 38TH AVE MGB MIN MASTER GROUND BAR MINIMUM ❑ Q - — - - - - - - MTS MANUAL TRANSFER SWITCH WORK POINT 1 T/IY20 REV 1 10+ UTILITY POLE A 0521f10 90%Nw- N.T.S. NOT TO SCALE O.C. ON CENTER BRICK REV. MlE EVax1XDBscmm�DN I HEREBY CERTRY THAT M THESEDRWIN05 WERE SPARED BY ME UNDO DIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF IKNOW OE `DL LEL THE REQUIREMENTSOALAPPCABE G DES. aayl�Rl�h COMPRESSED STONE OE OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET CONCRETE 6 C7; �i 9i O'•: EARTH PL PROPERTY LINE RGS RIGID GALVANIZED STEEL GRAVEL --------- CENTERLINE -- IN PROPERTY LINE ---------- - - - - - .EASEMENT LEASE LINE LINE INCH(ES1 IM NTEfTFFIDRR FENCE CHAINLINK ❑ Q WOOD LB(S), W POUN0�5) WROUGHTIRON ELECTRIC I OVERHEAD sHEErmle SITE PLAN BXEETNDMBER. SF SOUAR FOOT STL STEEL TYP TYPICAL UNDERGROUND FIBER C-1 OE—GE OVERHEAD 2D20.OD9B.0015 UVUT UNDERGROUND ELECTRIC/TELCO UNDERGROUND TELEPHONE OJ_OJ OVERHFAO E%ISTING UP�f0 UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD UNDERGROUND DCPOWER I BUILDING W WITH %FMR TRANSFORMER I TELECOM ABBREVIATIONS BTS BASE TRANSMISSION STATION FIF FACILITY INTERFACE FRAME GSM GLOBAL SYSTEM FOR MOBILE D COMMUNICATION LTE LONG TERM EVOLUTION J E%ISTING MCP A MULTI -CARRIER POWER AMPLIFIER I m BUILDING RBS RADIO BASED STATION RET REMOTE ELECTRIC TILT = RRHREMOTE RADIO HEAD RRU REMOTE RADIO UNIT TMA TOWER MDUNTED AMPLIFIER UMTS UNIVERSAL MOBIL 0 WORK POINT 1 T/IY20 REV 1 10+ UTILITY POLE A 0521f10 90%Nw- BRICK REV. MlE EVax1XDBscmm�DN I HEREBY CERTRY THAT M THESEDRWIN05 WERE SPARED BY ME UNDO DIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF IKNOW OE `DL LEL THE REQUIREMENTSOALAPPCABE G DES. aayl�Rl�h COMPRESSED STONE CONCRETE 6 C7; �i 9i O'•: EARTH GRAVEL --------- CENTERLINE ------- PROPERTY LINE ---------- - - - - - .EASEMENT LEASE LINE LINE 38TH 8L WADSWORTH FENCE CHAINLINK ❑ Q WOOD —Q— E —E— WROUGHTIRON ELECTRIC O[-0[— OVERHEAD sHEErmle SITE PLAN BXEETNDMBER. UE—UE FF— UNDERGROUND FIBER C-1 OE—GE OVERHEAD 2D20.OD9B.0015 —UP —UF .T—T— UNDERGROUND TELEPHONE OJ_OJ OVERHFAO LLT W —DC—DC— UNDERGROUND DCPOWER I N I 0 3 I I B I I I EXISTING GRASS AREA EXISTING BUILDING NEW AND EXISTING AT&T EQUIPMENT WITHIN EXISTING 20' -D -x12' -O - FENCED COMPOUND HIE EXISTING ASPHALT PARKING AREA-? at&t x393 RIVERBOAT ROAD, SURE 400 TAYLORSVILLE, In 84123 ■ 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGD, CA 92130 FULLERTON 1100 E WOODFIELD ROAD, SURE 500 SCHAUMBURG.ILUNOIS 60173 TEL 847-900444 vnrw.fvlkrmnFn�neEHngmm 1 T/IY20 REV 1 0 07/OB20 RW1L B OMiBQO REVISED 9M A 0521f10 90%Nw- REV. MlE EVax1XDBscmm�DN I HEREBY CERTRY THAT M THESEDRWIN05 WERE SPARED BY ME UNDO DIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF IKNOW OE `DL LEL THE REQUIREMENTSOALAPPCABE G DES. aayl�Rl�h 6 C7; �i 9i O'•: ;i 42914 Wr I—ECTNN)RMATpIA 51140/10099232 38TH 8L WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 My of sHEErmle SITE PLAN BXEETNDMBER. C-1 2D20.OD9B.0015 GENERAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL APPROX ABOVE MEAN SEA LEVEL APPROXIMATE ATS AUTOMATIC TRANSFER SWITCH AWG BLDG AMERICAN WIRE GAUGE BUILDING CENTERLINE CUR COLCOLUMN CLEAR CONC CONCRETE CND DWG CONDUIT DRAWING FT FOOT(FEET ECB ELEC EQUIPMENT GROUND BAR ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP (E1 EQUIPMENT EXISTING EXT EXTERIOR FND FOUNDATION F GA FIBER GAUGE GALV GALVANIZED GCPS ND GGLOBAL ROUND POSITIONING SYSTEM LP LIOUID PROPANE MAX MFR MAXIMUM MANUFACTURER MGB MASTER GROUND BAR MIN M7S MINIMUM MANUAL TRANSFER SWITCH N.T.S. O.C. NOT TO SCALE ON CENTER OE/OT PPC OVERHEAD ELECTRIC/TELCO POWER PROTECTION CABINET PL RGS PROPERTY LINE RIGID GALVANIZED STEEL IN INCHES) INTNTE 0 IPOUNO(S) LB(S), a SF STL SOLAR MOOT STEEL NP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO U O UNLESS NOTED OTHERWISE VIF W VERIFY IN FIELD WITH X MR TRANSFORMER TELECOM ABBREVIATIONS BTS BASE TRANSMISSION STATION FIF FACILITY INTERFACE FRAME GSM GLOBAL SYSTEM FOR MOBILE COMMUNICATION LTE LONG TERM EVOLUTION MCPA RBS MULTI -CARRIER POWER AMPLIFIER RADIO BASED STATION RET REMOTE ELECTRIC TILT RRH RRU REMOTE RADIO HEAD REMOTE RADIO UNIT TMA TOWER MOUNTED AMPLIFIER UMTS UNIVERSAL MOBILE TELE-OMMUNICATION SYSTEM SYMBOLS NEW AND EXISTING AT&T ANTENNAS AND EQUIPMENT ON EXISRNG BUILDING SEE C-4 FOR DETAILS EXISTING BUILDING AND FOUNDATION— /JW W W W W `EXISTING GRASS AN 0 WORK POINT / V 10, UTILITY POLE BRICK COMPRESSED STONE CONCRETE logoiIIIIIIIIIII EARTH GRAVEL --------- CENTERLINE ------- PROPERTY LINE ---------- — — LEASE LINE EASEMENT LINE FENCEC14AINLINK -�•L3 WOOD W —E�— WROUGNT IRON ELECTRIC OE_O OVERHEAD UL UE— FF UNDERGROUND FIBER —OE—OE UP—UP— OVERHEAD UNDERGROUND —T—T— TELEPHONE OJ_OJ UX W OVERHEAD UNDERGROUND —DC—DC— DCPOWER ENLARGED SITE PLAN (2) EXISTING 3/B' FIBER TRUNKS— (4) EXISTING 3/4'DC POWER TRUNKS (B) EXISTING 7/B' COAX CABLES ROUTED ON EXISTING CABLE TRAY TO REMAIN APPROX, LENGTH - 25'-0' (1) NEW 3/4- DC POWER TRUNK ROUTED ON EXISTING CABLE TRAY APPROX. LENGTH a 2W-0' AERIAL PHOTO NEW AND EXISTING AT&T EQUIPMENT WITHIN EXISTING 20'-0'X12'-0' FENCED COMPOUND SEE C-2 FOR EQUIPMENT LAYOUT EXISTING FENCE EXISTING AT&T EQUIPMENT ON EXISTING 19'-0"X7'-0' CONCRETE PAD II 1 EXISTING BUILDIN awd at&t *;77 _ 4393 RIVERBOAT ROAD, SURE 40D TAYLORSVILLE. UT 84123 10590 WEST OCEAN AIR DRIVE SUITE 3DO SAN DIEGO, CA 9213D FULLERTON 1100 E WOODFIELD ROAD, SUITE SOD SCHAJMURG. ILLINOIS 60173 TEU 847.908840D vnxw.FMkrtonEn011eeringcom 1 71192011 REV i 0D7A1R20 FINAL 8 ON11V20 REVISED DD% A 0521- P RMen RBY PREPAED CERTIFY BY E OR UNDER E DRWERE MY DIRECT SUPERVISION AND CONTROL. AND TO THE BEST WH THE REQUIREMENTKNOW S ANDALL BELIEF CCAS EY CODES. 42914 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 ENLARGED SITE PLAN C-1 A 2020.DD98.0015 EXISTING DC -12 EXISTING AT&T EQUIPMENT WITHIN EXISTING 20' -0"x12' -O" FENCED COMPOUND E%ISTING A. -"CABLE TRAY APPROX, LENTGH = 15'-6" EXISTING FENCE EXISTING 9412 CABINET TO BE REMOVED EXISTING FSM4 TO BE RELOCATED An EXISTNGDC POWER PLANE/CABINETTO BE REMOVEDI I I _ II II ALL EXISTING 155AF1 B4TIERIES TO BE REMOVED EXISTING PURCELL CABINET EXISTING BATTERY CABINET TO BE REMOVED , _ r3_ EXISTING ACCESS GATE - E%ISTING TELCO CABIP EXISTING DISCONNECT EQUIPMENT RACK PHOTOS - EXISTING SCALE: N.T,S. EQUIPMENT LAYOUT -EXISTING NW IN EXISTING AT&T EQUIPMENT WITHIN EXISTING 20'-O"W12*- FENCED ' COMPOUND EXISTING FENCE (1) RELOCATED FSM4 I ON CONCRETE PAD EXISTING ICE BRIDGE APPROX. LENGTH = 5'-0" NEW FLEX 21 CABINET WITH �� /�i (1) NEW NOKIA FSMI4 W/ (1) NEW AMV1 11)NEW 50NR ASIK Cl (1) NEW ASIK (1) NEW AN. (1) NEW ARIL (1)NEW ABIL (1) RELOCATED FSM4 (1) NEW ASIK EXISTING UNITS CABINET FIBER CABLE TRAY NEW EMERSON FLET( BATTERY CABINET W/ - .AM ALARM MODULE (24) NEW S9170 BATTERIES IN (6) STRINGS 10590 WEST OCEAN AIR DRIVE SUITE 300 NEW EMERSON 512 DC POWER PLANT W/- (3) NEW 30A DC CIRCUIT BREAKERS SAN DIEGO, CA 92130 (1) NEW 25A DC CIRCUIT BREAKER (13) NEW -46V RECIIFlERS ,. (2) NEW -40V TO +24 CONVERTERS GROUND BAR EXISTING ACCESS GATE- EXISTAT&T ING EXII EQUIPMENT EQUIPMENT '-STING ON CONCRETE PAD EXISTING ICE BRIDGE APPROX. LENGTH = 5'-0" ' at&t a 393 RIVERBOAT ROAD, SURE 400 TAYLORSVILLE. UT 84123 /�i 7530 WEST 38TH AVE. WHEAT RIDGE, CO AC PANEL 80033 `I+ EQUIPMENT LAYOUT N I I EXISTING UNITS CABINET m..d7 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON EXISTING HOFFMAN BOX ,. 1100 E WOCDRELLI ROA0. SURE 500 SCNAU ILLINOIS 60173 TELEL 847- 847.908-9100 www.FidlermnEngMleeHngswn EXISTING AC PANEL ! Y I 1 Tm Am REV EXISTING TRANSFER SWITCH O OTA1B20 FWIL EXIS71NC ELECTRIC METER R Daterm REVISED BDR SCALE: 1/4" - 1'-0" 2 A nl-- aox RNA" KEY, ON DESCRIPTION EXISTING AND NEW AT*T EQUIPMENT ON I HEREBY ERPVISEB cERnrY THAT THERSEWDRAWINGS WERE EXISTNG 18-O*X7'-O* CONCRETE PAD SUPERION AND CONTROL. AND TD THE BEST .1 OF WRY KNOWLEDGE AND BELIEF COMPLY CODES. THE EQUIREMEN�NTTrS+OOFFF ALL �AA�PP`�PLL—LE ODES. 'i APIPRO% LENGTH -STING ICE 5'-0" �OQ.•"'"'LZc tQ � i 42914 m ; VVVVV EXISTING UMTS CABINET I EXISTING TELCO CABINETS EXISTING TRANSFER SWITCH If 111 EXISTING DISCONNECT EXISTING ELECTRIC METER EQUIPMENT CABINET - NEW SCALE: N.T.S. 3 EQUIPMENT LAYOUT - NEW S C-2 2020.009B.0015 51140/10099232 HOFFMAN BOX 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO AC PANEL 80033 `I+ EQUIPMENT LAYOUT N I I C-2 2020.009B.0015 TjEXISTING BUILDING 0 ELEV. = 79:_C :3 AGL T EXISTING AT&T ANTENNAS c ELEV. = 57'-D'± AGL OF EXISTING AT&T ANTENNAS ______ ELEV 53'-0" AGL T/EXISTING AT&T ANTENNAS W+ ELEV. = 47 -0 f AGL OF EXISTING AT&T ANTENNAS ELEV 43'-0" AGL--------- NOTES: 1. CALCULATIONS FOR THE STRUCTURE AND ANTENNA MOUNTS WERE PREPARED BY OTHERS AND THOSE CALCULATIONS CERTIFY THE CAPACITY OF THE STRUCTURE TO SUPPORT THE NEW EQUIPMENT 2. CABLES NOT SHOWN FOR CLARITY (6) EXISTING AT&T ANTENNAS (TYP. 2 PER SECTOR) (12) EXISTING RRHS (TYP. 4 PER SECTOR) (1)EXISTING DC -6 RAYCAP UNIT (1) EXISTING RF FILTER (SECTOR ALPHA) TO REMAIN (1) EXISTING DC -6 RAYCAP (6) EXISTING DIPLEXERS (7YP.2 PER SECTOR) (5) EXISTING TMAS (TYP.2 PER SECTORS ALPHA & GAMMA) (TYP. 1 PER SECTOR BETA) TO BE REMOVED (2) EXISTING 18 PAIR FIBER TRUNKS (4) EXISTING #8 AWG DC POWER TRUNKS (6) EXISTING 7/8" COAX CABLES ROUTED ON EXISTING SUPPORTS TO REMAIN APPROX. LENGTH = 65'-0" TIEXISTING BUILDING ELEV. = 79 =0 3 AGL T EXISTING AT&T ANTENNAS ELEV. = 57 —0 t AGL OF EXISTING AT&T ANTE_NNAS______ ELEV 53'-0" AGL T/EXISTING AT&T ANTENNAS ELEV. = 47 _O i AGL OF EXISTING AT&T ANTENNAS ELEV 43--D' AGL—_---_—__ TI GRADE ELEV. � 0 —D AGL (6) EXISTING AT&T ANTENNAS (TYP. 2 PER SECTOR) (12)EXISTING RRHS (TYP. 4 PER SECTOR) (1) EXISTING DC -6 RAYCAP UNIT (1) EXISTING RF FILTER (SECTOR ALPHA) 3) NEW RRHS . 1 PER SECTOR) (1) NEW DC -9 RAYCAP (2) EXISTING 18 PAIR FIBER TRUNKS (4) EXISTING #8 AWG DC POWER TRUNKS (5) EXISTING 7/8" COAX CABLES ROUTED ON EXISTING SUPPORTS TO REMAIN APPROX. LENGTH = 65'-0" ROUTED ,UTEDON EXISTING SUPPORTS8 AWC DC NK APPROX. LENGTH - 65"-0• EXISTING J_ FENCE EXISTING BUILDING FEXIIIING & EXISTING AT&T _..�, EQUIPMENT WITHIN EXISTING 20'-D'x12'-O' FENCED EXISTING FENCE r EXISTING AT&T EQUIPMENT WITHIN EXISTING 20'-0'.12'-0" FENCED COMPOUND _..... I TIEXISTING BUILDING ELEV. = 79 =0 3 AGL T EXISTING AT&T ANTENNAS ELEV. = 57 —0 t AGL OF EXISTING AT&T ANTE_NNAS______ ELEV 53'-0" AGL T/EXISTING AT&T ANTENNAS ELEV. = 47 _O i AGL OF EXISTING AT&T ANTENNAS ELEV 43--D' AGL—_---_—__ TI GRADE ELEV. � 0 —D AGL (6) EXISTING AT&T ANTENNAS (TYP. 2 PER SECTOR) (12)EXISTING RRHS (TYP. 4 PER SECTOR) (1) EXISTING DC -6 RAYCAP UNIT (1) EXISTING RF FILTER (SECTOR ALPHA) 3) NEW RRHS . 1 PER SECTOR) (1) NEW DC -9 RAYCAP (2) EXISTING 18 PAIR FIBER TRUNKS (4) EXISTING #8 AWG DC POWER TRUNKS (5) EXISTING 7/8" COAX CABLES ROUTED ON EXISTING SUPPORTS TO REMAIN APPROX. LENGTH = 65'-0" ROUTED ,UTEDON EXISTING SUPPORTS8 AWC DC NK APPROX. LENGTH - 65"-0• EXISTING J_ FENCE .T.NEW FEXIIIING & EXISTING AT&T EQUIPMENT WITHIN EXISTING 20'-D'x12'-O' FENCED .1, ICOMPOUND C31Y of at&t 4393 RIVERBOAT ROAD. SURE 400 TAYLOTSWUF.. UT 84123 ■ 1059D WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON 1100 E WOODRELD ROAD. SUITE 500 SCHAUMBURG, ILUNOIS 60173 TEL 847.9084100 www.FNllcrtonEnpnceHngcom 1 TA420 REV I D D/A1BZ0 FI L B OBIIRRD REWBED 9D% A G521IA BG%RAWRW — GATE HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF R KNOWLEDGE AND BELIEF COMPLY WITH E ECUIRENENIS OF ALL APPLICABLE CODES, 0 42 h ' 9104 E 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 SITE ELEVATIONS 1 C-3 SOUTH ELEVATIONS -EXISTING SCALE: 3/32" = 1'-0" 1 SOUTH ELEVATIONS -NEW $�Fz) 2020.0098,0015 (3) EXIST NG AT&T ANTENNAS — SECTOR: ALPHA (3) EXISTING AT&T ANTENNAS J SECTOR: ALPHA r at&t TO REMAIN �y?3cA 4393 RIVER OAT ROAD, SURE 400 TAVLORSVILLE, UT 86123 LTE- SECTOR: GAMMA os rrDO/ EXISTING BUILDING", SECTOR: GAMMA qWs ePo EXISTING BUILDING 10590 WEST OCEAN AIR DRIVE 300 l - SUITE SAN DIEGO, CA 92130 (12) EXISTING RRH UNITS EXNG i0)BE REMOVED LEXERS - (,2) EXISTING RRH DNRS FULLERTON TO REMAIN } (TYP. 2 PER SECTOR) (NP. 4 PER SECTOR) (TYP. 4 PER SECTOR) { r .. 1. .. _. (S) EXISTING TMAS .. (TYP. 2 PER SECTORS ALPHA @ GAMMA) 1 PER SECTOR BETA) _ -- 1100 E AUMBUR , I ROAD, SUITE SOD SCHAUMBURG,IWNOIS 60173 - TO TO BE REMOVED TFL 847-soe-B�Do W W w.Fu6RrmnEllRneeN ngmm 0 �m �f V SECTOR: BETA SECTOR: BETA rnaao REV1 0 01,9820 FINAL vvJ N B REVISED 90% A 0521lM 9096 ReMew 1111 ANTENNA LAYOUT - EXISTING @ ELEV. = 53'-0" SCALE: 3/16" = 1'-O" ANTENNA LAYOUT - NEW @ ELEV. = 53'-0" SCALE: 3/16" - 1'-D" 2 REV. GATE PF/BXMI OESORWTMIN SECTOR: ALPHA SECTOR: ALPHA I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY UE OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH �YTHE E5 7 REQUIREMENTS OF ALL APPLICABLE CODES. (3 (3) EXISTING AT&T ANTENNAS REMAIN �yyAL+y4 (3) EXISTING AT&T ANTENNAS ry, i 42914 OMTS T w s EXISTING BUILDING CT E EXISTING BUILDING" EN 11 0 % (1 RE ISTNG RF FILTER (1) �.�SCS 1 •PROTECT IrvPDR"ATpN: SECTOR: GAMMA — . (SECTOR ALPHA) SECTOR: GAMMA _ - 51140/10099232 (1) EXISTING DC-6 RAYCAP (1) EXISTING DC-6 RAYCAP 38TH & WADSWORTH TO REMAIN E 7530 WEST 38TH AVE. (1) EXISTING DC-6 RAYCAP — (1) NEW DC-9 RAYCAP WHEAT RIDGE, CO -I TO BE REMOVED 80033 m - (3) NEW RRH UNITS (TYP. 1 PER SECTOR) SHEET-ANTENNA LAYOUT gi J' :L. DHEETNDMRER. C-A `F SECTOR: BETA S SECTOR: BETA ANTENNA LAYOUT - EXISTING @ ELEV. = 43'-0" SCALE: 3/16" = 1'-0" ANTENNA LAYOUT - NEW @ ELEV. = 43'-0" SCALE: 3/16" = 1'—O" 2 2020.DD90.0015 ANTENNA AND TRANSMISSION CABLE REQUIREMENTS (VERIFY WITH CURRENT RFDS) LTE TECHNOLOGY ANTENNA MODEL RAD CENTER TMA/RRH MODEL 53'-0" FEEDER SECTOR - TYPE 90' 700/AWS/1900 ADDITIONAL EQUIPMENT LENGTH NNHH-65C—R6 (*� EXIST. FINAL EXISTING FINAL EXIST. FINAL EXIST. FINAL COMMSCOPE 43'-0" 43'-0" At LTE 850COMMSCOPE UNITS LTE BO' COMMSCOPE LTE WCS 50 650 (1) RRH 4T4R B12/814 AHLBA (TOWER) (1) RRH 4T4R B12/B14 AHLBA (TOWER) 75' 8 -AWG 2 (1) RRH 4X25—WCS-4R (TOWER) 700/AWS/1900 700/AWS/1900 NNHR-65C—R6 NNHH-65C—R6 53'-0" 53'-0" (2) RRH 4T4R 1325/866 AHFIB (TOWER) (2) RRH 4T4R 825/1366 AHFIB (TOWER) _ _ 652 UMTS 850/WCS LTE 70D/WCS COMMSCOPE COMMSCOPE 43'-0" 43'-0" (2) LGPI7501 (TOWER) (2) LGP17501 (TOWER) (1) RRH 4X25—WCS-4R (TOWER) (1) DC5-46-60-18—BF (RAYCAP UNIT) g0' - LTE WCS 3G BS0 NNHR-65C—R6 NNHH-65C—R6 (1) RRH 4%25—WCS-4R (TOWER) (1) RRH 4T4R 135/829 AHBCB (TOWER) A4 81LTE LTE M—LTE COMMSCOPE COMMSCOPE 53'-0" 53'-0" (1) RRH 4T4R B12/B14 AHLBA (TOWER) (1) RRH 4T4R 812/1314 AHLBA (TOWER) - TYPE 90' 700/AWS/1900 700/AWS/1900 NNHR-65C—R6 NNHH-65C—R6 (2) RRH 4T4R B25/866 AHFIB (TOWER) (2) RRH 4T4R 1325/666 AHFIB (TOWER) ALPHA 82 UMTS 850/1900 LTE 700/WCS COMMSCOPE COMMSCOPE 43'-0" 43'-0" (2) LGP17501 (TOWER) (2) LOP175D1 (TOWER) (1) RRH 4X25—WCS-4R (TOWER) —24—BC—EV (1) OM-48-60-24—SC—EV BO' LTE WCS 50 650 NNHR-65C—R6 NNHH-65C—R6 75' 8 -AWG 2 (1) RRH 4X25—WCS-4R (TOWER) (1) RRH 4T4R &5/828 AHBCB (TOWER) (�.�� UNIT) L B3 _ _ _ _ _ _ _ _ _ B4 _ - - - - - - - - - C1 LTE MnILTE COMMSCOPE COMMSCOPE 53'-0" 53'-0" (1) RRH 4T4R 1312/114 AHLBA (TOWER) (1) RRH 4T4R B12/B14 AHLBA (TOWER) - TYPE 90' 700/65018/1900 700/AWS/1900 NNHR-65C-R6 NNHH-65C-R6 (2) RRH 4T4R 1325/866 AHFIB (TOWER) (2) RRH 4T4R 1325/1366 AHFIB (TOWER) ALPHA S UMTS 850/1900 LTE 700/WCS COMMSCOPE COMMSCOPE 43'-0" 43'-0" (2) LGP175D1 (TOWER)C2 (2) LGP17501 (TOWER) (1) RRH 4X25-WCS-4R (TOWER)LTE WCS SGBSG NNHR-65C-R6 NNHH-65C-R6 75' 8 -AWG 2 0) RRH 4X25-WCS-4R (TOWER) (1) RRH 4T4R 138/829 AHBCB (TOWER) 12 -AWG 2 L C3_ GAMMA _ _ _ _ _ _ _ _ 04 - - - - - - - - - - CABLE LENGTH TABLE SECTOR DISTANCE I DISTANCE k CABLE ALPHA DISTANCE AND 7/8' COAX TOTAL 9D' 7/8" COAX TYPE 90' CABLE TYPECABLE ALPHA S 75' B -AWG 2 tl 15' 12 -AWG 2 90' BETA 75' 8 -AWG 2 15' 12 -AWG 2 90' GAMMA 75' B -AWG 2 15' 12 -AWG 2 90' CABLE COUNT QUANTITY CABLE TYPE 5 CONDUCTOR (3PR) 3/4- DC CABLE 2 36 FIBER (18 PAIR)COMM FIBER 6 7/9' COAX CABLES COAX CABLE SECTOR DISTANCE I CABLE TYPE ALPHA 90' 7/8' COAX BETA 9D' 7/8" COAX GAMMA 90' 7/8" COAX ANTENNA SCHEDULE AND CABLE SCHEDULE a t & t 4393 R.R. ROAD. SURE ADD TAYLORSVILLE, UT 84123 ME 7 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON 1100 E WOODRDD ROAD. SURE SOD SCHAUMBURG. ILLINOIS 60173 TEL' 847.90165100 wwW.Rm.—.Ev—m'v.RR 1 ]/14120 REV 1 D D7— FINAL B 0&1820 REWSED BOX A 0S21?L 90% Ra4eW — DATE PEV6gN OESCPoPiXW I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL. AND TO THE BEST OF NYOWLEDOE AND BELIEF CUM— WITH THE REOUREMENTS OF ALL APPLICABLE CODES. �nuh �a`rp0 BEi)CF?AJI,A1�, ;gyp" ;= 42914 �; I 71t , AL 51140/10099232 ENr9� 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 ANTENNA AND R CABLE SCHEDULE r 1i EETNUNeEn. IIN�} C-5 SCALE: N.T.S. ) 2020.0098,0015 2020.0098.0015 at&t %79 O r� 4393 RIVERBOAT ROAD, SUITE 400 TAVLORSVILLE, UT 84123 md7 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 - m E' w i `j 10.24• 0.24• .. �? { 0 c NEW CABINET CONCRETE SAAB ` 18.28• PLAN VIEW FRONT VIEW=�� RAYCAP — DC9-48-60-24-8Q Df { '�_ :, o o r+, 12.1• `� III `g ' .:. (4) 1/2-0 HILTI KWIK BOLT 3 EXPANSION ANCHORS (TYPW/M. 3-1/4• EMBEDMENT (1YP OF 4 PER CABINET BASE NIt) FULLERTON II00E AUMBUR.IOODFIELD ROAD, OIMUTTE 500 scHAUMBURG, ILLINOIS 60173 TEL 8 EngMP100 www.FdcrcenEngMecAnzmm SYSTEM WEI HT 16.0 Lb. MOUNT WEIGHT 10.2 Lba TOTAL WEIGHT 26.2 Lbe DIMENSIONS (L.W.H) 18.28•X10.24•X31.4• 7.4' 12.1• PLAN VIEW SIDE VIEW FRONT VIEW Nokia AirScole Dual RRH 4T4R BS 629 lAHBCB) 1 .1-1 REV1 FREQUENCY RANGE BAND 5 RX: 824-849 MHz BAND 5 TX: 889-894 MHz BAND 29 TX: 717-728 MHz WEIGHT 86.0 Lb. 0 W_ FINAL B aznB•m REVISED— RAYCAP SPEC (NEW OR SIMILAR) SCALE: N.T.S. 1 RRH SPEC (NEW OR SIMILAR) SCALE: N.T.S. 2 CABINET CONNECTION DETAIL SCALE: N.T.S. 3 A 05RI —RE 196, r r A m 12.0• PLAN VIEW y�BY tz.o � REV. DATE REVISIONDESOP— I HEREBY 70T THESE IECT NGS WERE PREPARED I I CBY TME ORFY AD DER AND rO INE BEST EUPERVIKNON AND CONTROL, BELIEF OX MY OWLEOCE AND BELIEi COMPLY WITX E REOUIREMENTS OF ALL APPLICABLE CODES. �-,,q��t� ti 42914 g; G 7V1 S��NAI E n n TwFTRNarI 51144 0110099232 ` y 38TH & WADSWORTH 7530 WEST 38TH AVE. 4 7.8• 19.6• qk I SIDE VIEW `9A�'_� f FRONT VIEW WHEAT RIDGE, CO 80033 PLAN VIEW SIDE VIEW FRONT VIEW COMMSCOPE — NNH4-65C—R6 NOKIA NOKIA AIRSCALE DUAL RRH 4T4R B25/866 320W AIRSCALE QUAL RRH 4T4R 812_14 AHFIB 320W AHL BA ALU — RRH4X25—WCS `EET T zo SPECIFICATIONS AND DETAILS MULTI -BAND ANTENNA WITH (6) INTERNAL ELECTRIC TILT FREQUENCY RANGE 2 x 698-895 MHz FREQUENCY BAND: FREQUENCY RANGE BAND B25: DL 1930-1995 MHz FREQUENCY RANGE BAND 12: DL 729-745 MHz UNIT WEIGHT UL 1850-1815 MHz UL 698-715 MHz 2.3 GHz 70 Lb. EETNUMBER. 4 x 1695-2360 MHz ANTENNA 99.2 Lb: BRACKET TOTAL WEIGHT 1125 BAND B66: DL 2110-2200 MHz BAND 14: DL 758-768 MHz UL 1710-1781) MHz UL 788-798 MHz UNIT WEIGHT 88 Lbs UNIT WEIGHT 101 Lbs - C6 V ANTENNA SPEC (EXISTING) SCALE: -Ts -14 RRH SPEC (EXISTING) SCALE: N.T.S. S 2020.0098.0015 2020.0098.0015 t- cry15E `.� at&t 43B3RIVERBOAT TAVLORSVILLE UT 86123 AD, SUITE 400 Q'00Z✓ o EXISTING BRICK MASONRY WALL W`I NEW RRH UNR NEW P1000 UNI (TYP.) "--- 10590 WEST OCEAN AIR DRIVE in o EXISTING BRICKSUITE MASONRY WALL 30D SAN DIEGO, CA 92130 26.3-NEW RRH UNITFULLERTON 39.0" _ 31.6 v NEW 1/2"0 KWIK BOLT ANCHOR— 1100 E WOODFIELD ROAD. 5UITE 500 W/ 1-1/2" MIN. EMBEDMENT SCHAUMBURG ILLINOIS 60173 7MS41W0.com PLAN VIEW SIDE VIEW FRONT VIEW WATERPROOF WITH SILICON SEALANT •) NEW P7000 UNISTRUf (7YP.) .".".•.: BermTEL NEW1/2"0 KWIK BOLT ANCHOR W/ 1-1/2" MIN. EMBEDMENT WATERPROOF WITH SILICON SEALANT EMERSON — OUTDOOR NETSURE 512 DC POWER SYSTEM WEIGHT (WITHOUT BATTERIES OR RECTI690 111.WEIGHT TnArm (WITH FULL COMPLEMENT OF ONO BATTERIES): 2300 111$ D OTANI2D FINAL WEIGHT (WITH FULL COMPLIMENT OF SAFT BATTERIES): 1800 The 8 0N1BR0 REVISEDOM DC POWER PLANT SPEC SCALE: N.T.S. 1 RRH MOUNTING DETAIL SCALE: N.T.S. 2 RRH MOUNTING DETAIL SCALE: N.T.S. F3 A 0.I— BDX RMew 54.36'i1 REV. GATE REVI6IDNOE6LPoPTON I HEREBY CERIN THAT THESEDRAWINGS WERE M PREPARED BY ME OR UNDER Y DIRECT SUPERW6NON AND CONTROL, AND TO THE BEST OF MY R OWLEDGE AND BELIEF COMPLY WITH E REQUIREMENTS OFAAU APPLICABLE CODES. LIOF Qp90 L• "x �'• \ `o ;= 42914 T f N 1Rp1ECTNADRMATpN: 51140/10099232 .D 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO PLAN FRONT SIDE PLAN VIEW 36.79' 3602 80033 PURCELL FLX21 CABINET CABINET WEIGHT SIDE VIEW FRONT VIEW UNIT I WEIGHT SPECIFICATIONS FULLY DETAILS EQUIPPED 30o LOSAND EMERSON - NETKTENO REX BATTERY ENCLOSURE 6ETMUARER' DIMENSIONS (WRDRH): 36.02' x 36.79" A WEIGH" WEIGHT: 816 Lbs C-6A FLEX 21 CABINET SPEC SCALE: N.T.S. 4 FLEX BATTERY ENCLOSURE SPEC SCALE: N.T.S. 5 2020.0098.0015 NOTES: II��LT`& iT 1. DC POWER WIRING SHALL BE COLOR DODED AT EACH END FOR Q IDENTIFYING +24V AND —49V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. REFER TO ATT -002-290-701. 4393 RIVERBOAT ROAD, SURE 400 2. NON—LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG SWILL BE TAYLORSVILLE, UT 84123 TELCOFLEX 111. DC POWER WIRING B AWG AND LARGER SWILL BE NEW FLEX 21 FIBER OPTIC TTE POW X N. 3. LTE POWER WIRING SHALL BE IN ACCORDANCE WITH INSTALL INSTALL IN NEW DC BREAKER PANEL: 38TH & WADSWORTH ATT—OD2-200-531. m (1) EXISTING CONDUR 4. DC ELECTRICAL LOAD DEMAND FOR PROPOSED ADDITIONS WERE 10590 WEST OCEAN AIR DRIVE 80033 INCLUDED IN PRIOR AC LOAD CALCULATION. SUITE 300 8.r21�� EETNDM�R. DIAGRAM SAN DIEGO, CA 92130 SYSTEM SCHEMATIC DIAGRAM SCALE: N.T.S. FULLERTON EXISTING —48VDC RECTIFIERS ELECTRICAL 0 OTIOB/ED FINAL PANEL 1100 E WOODFlfiD ROAD, SUITE SOD SCHAV 60173 547 NSHMILLINOI TEL 847AOO89W TEL w.w.FulerwnEnglneenq.wm NEW FLEX 21 FIBER OPTIC NEW EMERSON 512 DC POWER PLANT INSTALL INSTALL IN NEW DC BREAKER PANEL: 38TH & WADSWORTH NEW RACK MOUNTED 5GNR 7530 WEST 38TH AVE. (1) EXISTING CONDUR WHEAT RIDGE, CO NEW 30A 1P CIRCUIT BREAKERS FOR ANSC9 RAN 80033 6HEET,RIE: SYSTEM SCHEMATIC 8.r21�� EETNDM�R. DIAGRAM (1) NEW 25A 1P BREAKER FOR ASIK FOR NEW 5CNR FSM4 SYSTEM SCHEMATIC DIAGRAM SCALE: N.T.S. 1 7/142D REY1 —48VDC RECTIFIERS 0 OTIOB/ED FINAL R aenarzo REVIBEDBOx RRH -- RAN n asrzlrm Bms Neale,. (13) NEW EMERSON 2KW HE ----------I{ REV. RWM*N DESCRIPRON —48V RECTIFIERS (NE0.15930) —40V DC TO I HEREBY CERTIFY THAT THESE DRAWINGS WERE +24V OC CONVERTERS DC POWER CABLES PREPAREDBY ME OR UNDER MY DIRECT N SUPERVISIONAND cAND TD THE BEST (2) NEW 048/24-1500 CONVERTER BELIEF �HE REOUREMENFS OF AAD L APLICABLEY CODES. MODULES (NEO.15929) EXISTING OUTDOOR RAYCAP DC -12 DISTRIBUTION UNIT W/ INTEGRATED SURGE PROTECTION pPp:•--••, fy ��,-�, BELS• ,J�, DC BREAKER (TYP. OF 3) RAYCAP FIBER AND PANEL DISTRIBUTION UNIT W/ INTEGRATED SURGE PROTECTOR , : y 42914 . MODEL #DCS -48-80-18—F (TYP. OF 3) i f TO BETA SECTOR TO GAMMA SECTOR 70 BETA SECTOR 70 GAMMA SECTOR {EONAL E NEW FLEX 21 FIBER OPTIC 51140110099232 38TH & WADSWORTH NEW RACK MOUNTED 5GNR 7530 WEST 38TH AVE. FSM4 WHEAT RIDGE, CO 80033 6HEET,RIE: SYSTEM SCHEMATIC 8.r21�� EETNDM�R. DIAGRAM OBER/DC POWER BUNDLE SYSTEM SCHEMATIC DIAGRAM SCALE: N.T.S. 2020.0098.0015 2D20.0096.0015 at&t 4393 RNERBOAT ROAD, SURE 400 TAYLORSVILLE. UT 84123 ��� TO EXISTING SOURCE 10590 WEST OCEAN AIR DRIVE SURE 3D0 SAN DIEGO, CA 9213D EXISTING CONDUIT WITH FULLERTON + (3) 3/0 AWG (V.I.F.) —EXISTING 20DA METER • Y E 1100 WOODRELD ROAD. SUITE 500 O SCMAU EL4908.LLI84 EXISTING SERVICE GROUND 0540173 www.WBertollEllElnccrl^pcan EXISTING CONDUIT WITH (3) 3/0 AWG & (1) #6 AWG GND EXISTING CONDUIT WITH (V.I.F.) (3) 3/0 AWG & (1) N6 AWG GND )/14120 REV1 (V.I, F.) D ONDR20 NUL MANUAL TRANSFER SWRCH GEN PLUG B OBRRO REVISED9 A 052120 90K RMew XISTING CONDUIT WITH (3) 3/D AWG & (1) A6 AWG GND 1 HEREBY CERNFY THAT THESE DRAWINGS WERE MY DIRECT SUPERVISION AND CONTROL.P RED BY ME ORRAND TO THE BEST DEE q[oulF MERGE AND BELIEF COMPLY WRN EAPPLICABLE CODES. (V.I.F.) t`�lll F y • EXISTING PANEL A ,2 42914 T; 20DA, 120/240 V 1P/3W. DISTRIBUTION PANEL S�QNAL EN� vnasaxvDRNATON: 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 6HEETmLE: � � f SINGLE LINE DIAGRAM EETNwRER. E-2 SINGLE LINE DIAGRAM SCALE: N.T.S. 1 2D20.0096.0015 ANTENNA PIPE J MOUNT f NEW ANTENNA INwRMATgR+: 51140/10099232 NOTE: MINIMUM OF ' S/S NUT (7YP.) E) COLLECTO 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. 3 THREADS TO BE VISIBLE (TYP.) S/S SPLIT WASHER 2. COAT WIRE END WITH ACTT -OXIDATION COMPOUND PRIOR TO INSERTgN NEW /2 AWG 2 HOLE, LONG BARREL TINNED L�n/r.)FLAT NEW RRU --- SOW COPPER WASHER (TYP) PRIOR TO MATING AND BOLTING. LEGEND NEW TOP --LUG I ' O JUMPER CASLE(S) DOSTING GROUND BPR �S/S FLAT WASHER NEW DC AND FIBER- (E) SECTOR GROUND BAR JUMPER CABLES EXISTING INSULATOR �(IYP.) EXISTING RAYCAP (E) GND AND MOUNTING BRACKET SQUID - EXISTING S/S BOLT GROUND WIRE EXISTING FIRER INwRMATgR+: 51140/10099232 NOTES: CABLE WITH INTERNAL E) COLLECTO 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. BRAIN WIRE' TOO GROUND BAR 2. COAT WIRE END WITH ACTT -OXIDATION COMPOUND PRIOR TO INSERTgN EQUIPMENT INTO LUG BARREL AND CRIMPING. ,(J1L• GROUNDING DETAILS 3. APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS PRIOR TO MATING AND BOLTING. LEGEND G-1 EXOTHERMIC CONNECTION O MECHANICAL CONNECTION GREEN STRANDED INSULATED COPPER GND WIRE (SUNLIGHT RESISTANn GROUNDING SCHEMATIC SCALE: SCHEMATIC SCALE: N.T.S1I1LUG DETAIL GROUNDING NOTES: 1. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FRRNGS OR BY BONDING ACROSS THE DISCONTINUITY WITH +6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS PER NEC AND AT&T ND-OOD71. 2. CONNECTIONS TO THE GROUND BAR SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUSS ARE PERMITTED. 3. METAL RACEWAY SWILL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH NEC, SHALL BE FURNISHED AND INSTALLED WITH POWER CIRCUITS TO BTS EQUIPMENT. 4. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTXINS. 5, USE OF 60' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF B INCHES. 6. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SWILL BE BONDED TO THE GROUND RIND, IN ACCORDANCE WITH NEC. 7. GROUND ALL RF EQUIPMENT INCLUDING BUT NOT LIMITED TO COAX. DIPLEXERS, SURGE ARRESTORS, TMA'S, ANTENNAS, AND ANTENNA MAST PER NEC AND AT&T ND-DDO71. SCALE: N•T.S121GROUNDING NOTES at&t 9393 RIVERBOAT ROAD, SURE 400 TAYLORSVILLE, UT 84123 ■ 10590 WEST OCEAN AIR DRIVE SUITE 300 SAN DIEGO, CA 92130 FULLERTON I IDD E WOODFIELD ROAD. SUITE $DO SCHAUMBURG, ILLINOIS 60173 TEL•847-908.8100 VtNw.Fde ERg iIg O. 1 7PI D REV 1 D O7AN20 FINAL B OB/1— REVISED— A —1- 9DKRR9BN 'RE ARCERTIFY A ED BY ME ORUNDETHESE MYRNGS WERE OR' ECT SUPERVISION AND CONTROL. AND 70 THE REST THE REouwcMCDNTS OFDALL BELIEF COMPLY CODES. 742914 rRDIEcl INwRMATgR+: 51140/10099232 38TH & WADSWORTH 7530 WEST 38TH AVE. WHEAT RIDGE, CO 80033 ,(J1L• GROUNDING DETAILS G-1 SCALE: N.T.S. 3 2020.0098,0015 WCity of heat Psjdge �MUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: ?,� 3D W . � G General Contractor: X17 %AA %F,,,-/` �.✓�2GGG�S FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION G✓//cI EG CSS 612 C P Company Name:,j�%�L) %l�G/ C Contact Phone #: ?42 f�—,�- Wheat Ridge Contractor License #: �32..(required field) State License #: Master License #: 274�q -7 Printed Name of Authorized Agent I : � /� S'ignatur'e of Authorized Agent --Z�2,0� VV O Date i CITY OF WHEAT RIDGE Building Inspection Division �'� (303) 235-2855 Office INSPECTION NOTICE C7 Inspection Type: &1 k Job Address: .% S 7 P2 Uv 3 E 1'"" y� Permit Number:,/ ❑ No one available for inspection: Time A- PM Re -Inspection required: Yes Nod When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE s A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /RN 0 P Job Address: ?S'3d (�/ 39 T v� Permit Number: Zo/ 1"QQ2"f!5j QWe17P4e AQ P • .'� o c©v e ❑ No one available for inspection: Time 3 ` AM/ 1g Re -Inspection required: 6? No *When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. us/inspection Date:27 2,000 Inspector: __� DO NOT REMOVE THIS NOTICE 9 A CITY OF WHEAT RIDGE �� Building Inspection Division (303} 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:c-- Permit Number: % I', 1 �„3 n i �1, .Y. ,7 � t• ❑ No one available for inspection: Time /' -' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—S i_r ' 4 Inspector: ` DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Roofing PERMIT - 201901563 201901563 ISSUED: 07/30/2019 7530 W 38th Ave EXPIRES: 07/29/2020 Commercial roof repairs from old permit #201800200. *** CONTACTS *** OWNER 303-422-3459 WHEAT RIDGE UNITED METHODIST C SUB (719)542-2330 JAMES P SPRAGUE 190188 COLORADO FRONT RANGE ROOFING *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 119.50 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Roofing PERMIT - 201901563 201901563 ISSUED: 07/30/2019 7530 W 38th Ave EXPIRES: 07/29/2020 Commercial roof repairs from old permit #201800200. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be p form nd that all work to be performed is disclosed in this docum t d/or its' accompanying approved plans and specifications. #n4ure'of OWN 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 originalppermit 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of ail required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, Tholtftuance or gr g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a ble ode or ordinance or regulation 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 'A Wheat F jdt- Building & Inspection Services 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsgci wheatridge.co.us FOR OFFICE USE ONLY Date: q-30-19 Plan/Permit # jo/�'06-4o:3 Plan Review Fee: L Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. incomplete applications may not be processed. *** Property Address: 0 U-) 2 8+ '4 ye- a se P ase print):10hs,4 i R ta'w— Property Owner Email: f Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address City, State, Zip: ^/%A t 6L.tr.,l�Wone: �64Z-Zj q-� ArchitectlEngineer E-mail: nV I A Phone: Contractor Name: FA -4-4 City of Wheat Ridge License #: l q6 1 s Phone: 7 el q 2-L! C} Contractor E-mail Address: ij 1 Cc -1 L - e ir-- O / / `i 6 Y4 q60• `-c `" For Plan Review Questions & Comments (please print): CONTACT NAME (please print): J i rn e�P 9 Phone: 7> `i cr Z YL9 U F� CONTACT EMAIL(please print): Pl rYIrCL C' /1G'kna, t t, c-o/y Sub Contractors {Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. o� >t✓� PA 1 P --S Sq FULF BTUs Gations Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: — Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 00 1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 pen -nit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE• (OWNER) . ONTRACTOR) or ,{AUTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) / Signature (first and lest name) -` Printed Name: ?,0 El- P 07 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Commercial Telecom PERMIT - 201801190 PERMIT NO: 201801190 ISSUED: 05/03/2018 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 05/03/2019 JOB DESCRIPTION: Remove one antenna per sector, 3 total. Replace 2 antennas per sector, 6 total. Install one RRH per sector, 3 total. Install 1 rectifier in existing power plant, 4 total Install 4 batteries in existing battery cabinet, 12 total. Install 1 4C and 5C radio card in existing LTE cabinet. No change in use. 26.04 batteries. *** CONTACTS *** OWNER (303)520-7456 WHEATRIDGE UNITED METHODIST CH GC (919)329-8400 Sean M Terrell 130061 Overland Contracting Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 501 / USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,000.00 FEES Total Valuation 0.00 Plan Review Fee 436.83 Use Tax 945.00 Permit Fee 672.05 ** TOTAL ** 2,053.88 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable b Iding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le owner of the ptbptrty and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe it. I further est that I am legally authorized to include all entities named within this document as parties to the work to be perto edtand a ll wo, k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �a °re of OWNER (:or CONTRACTOR ",(Circle one) Date TFiis permit was issued based on the—information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 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. The ice or granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl'. a co a or any dinance or regulation 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 Wheat Ridge Commercial Telecom PERMIT - 201801190 } PERMIT NO: 201801190 ISSUED: 05/03/2018 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 05/03/2019 JOB DESCRIPTION: Remove one antenna per sector, 3 total. Replace 2 antennas per sector, 6 total. Install one RRH per sector, 3 total. Install 1 rectifier in existing power plant, 4 total Install 4 batteries in existing battery cabinet, 12 total. Install 1 4C and 5C radio card in existing LTE cabinet. No change in use. 26.04 batteries. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable b Iding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le owner of the ptbptrty and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe it. I further est that I am legally authorized to include all entities named within this document as parties to the work to be perto edtand a ll wo, k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �a °re of OWNER (:or CONTRACTOR ",(Circle one) Date TFiis permit was issued based on the—information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 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. The ice or granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl'. a co a or any dinance or regulation 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 heat id F.- I V ED COMMUNITY DE ELOPMENT Building & Inspection Services Division APR 2 6 201a 7500 W. 299' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Per Inspection Line: 303-234-5933 Email: permits ccDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: //� Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): V&ZOLA- W-0�4el IAV\i 4-6 �,At4h. Phone: 51D 746(rp Property Owner Em COWL„ Tenant (Commercial Projects Only) �i2T U u kl h1 Property Owner Mailing Address: (if different than property address) Address: 011 "g\z City, State, Zip: Architect/Engineer: WN cb Architect/Engineer E-mail: GAi hP, V\/Vl(Af�- COWL Phone: (QbL - VO Contractor: / City of Wheat Ridge License #:_ 1344W Phone: Contractor E-mail Address: ,//wnz?i /;, For Plan Review Questions & Comments (please print): v CONTACT NAME (please print): Phone: q-7 D CONTACT EMAIL(please print):9W"I1)�-11 1G CDVO Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL F-1 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. -WND 0-) Ahtt'v,not �Wv S"V't (7?) "TTatvo ")GtLz, Cv) rz �tff WfD ✓, M TO -W Inn � C1) V-" plellv S-rl Gt ✓r �9?) TDA I vtoq-i�ty in e4Y�vI Tmely pavlfi, Iv�iAw l L44 P,v; 5 ivy I i l� �aCAJoi w+l [iZ) Tqod i o Ivt V Cid C"ivle- �w�a S� 1�a.d � �j `fes -* "'D 1Y, 1� Commercial Projects Only: Occupancy Type: 'U Construction Type: Sq. FULF Amps BTUs Gallons � I* Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) orUTHORI ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): (� DATE: 41 �b Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: Mu�� C,,,, OCCUPANCY CLASSIFICATION: _ Cg � �" c�tGlt.�dlOcl Le CONSTRUCTION TYPE: Reviewer BUILDING DEPARTMENT COMMENTS: / Reviewerll� 1 S-/'3 / � 8 PUBLIC WORKS COMMENTS: Reviewer Building Division Valuation: C)k W Iib a60 V e- City of ZiOr Wheat RjAe COMMUNITY DEVEI.OPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. April 30, 2018 Mackenzie Hunt Smartlink Mackenzie, Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is to inform you that the proposed modifications to the existing telecommunication facility at 7530 W. 38th Avenue will require a Building Permit. No additional processes will be required. The Planning Division is able to approve the plans based on the scope of work presented at the pre -application meeting on April 26, 2018. The Building Division will make a final approval of the permit, and will perform subsequent inspections at the site. The Building Division permit counter is open 7:OOAM to 4:OOPM, Monday through Friday. Please contact me at 303-235-2849 if you have further questions, or Kim Cook (Permit Technician) at 303-235-2876. Sincerely, Scott Cutler Planner I wvvw.ci.wheatridge.co.us @smartlink April 3, 2018 City of Wheat Ridge Planning and Development Services Mr. Scott Cutler 7500 West 29th Avenue, 2nd Floor Wheat Ridge, CO 90033 Re: Modification of the Antenna Facilities Site Address: 7530 West 3e Avenue, Wheat Ridge, CO 80033 AT&T Site Name: COL01445 38th and Wadsworth — LTE 3C/4C AT&T Site Number (FA#):10099232 Scott, AT&T is in the process of updating certain equipment that supports its wireless telecommunications network. This requires the removal of the existing stealth enclosures and painting the proposed equipment to match the steeple in which the equipment is and will be installed. The upgrades will consist of replacing, adding and modifying antennas and installing related cable lines and accessory equipment. All the upgrades will be completed in the existing leased space. The proposed upgrades will include the following: • Remove (1) Antenna per sector, (3) Total • Replace (2) Antennas per sector, (6) Total • Install (1) RRH per sector, (3) Total • Install (1) Rectifier in Existing Power Plant, (4) Total • Install (4) Batteries in Existing Battery Cabinet, (12) Total • Install (1) 4C & 5C Radio Card in Existing LTE Cabinet Should you have any questions or are in need of any additional information, please contact Mackenzie Hunt at mackenzie.hunt@smartlinkllc.com or (970) 402-9001. We thank you for your cooperation in this matter. Respectfully, RECEIVED Mackenzie Hunt mackenzie.hunt@smartlinkllc.com APR 2 6 2018 970-402-9001 Smartlink, LLC for AT&T Mobility pP� 1728 Lakeview Drive, Fort Collins, CO 80524 p970.402.9001 smartlinkllc.com vz, 9.9.15 s 0 y m Q r 0 in oO m 00 n m m W N r O r+ a) m r m O CL c fu O O n' rt rt O N m N ;-f W N 00 rr r+ fD m U'i O CL c :3 O O rt rt N N m N � Q m rr O W fD 00 p 03 O n zr L (Pi rD rD W Nj rD D p rt rn --- rD n N D Qj a, CL a) rD o c =3 00 00 c O crn W N aI p (J1 N 00 c r+ CD N N O rr r+ m m CL c as m N m N � O W fD O p M Cl L (Pi rD rD W 00 n rt o o D Qj a, CL =3 o c fD 00 O O W W C CL r 0 N00 m 000A m x 'a 00 C A U N v 0 m 0 ro CL M f x r N rr fD Z c, 3 tD W 00 r -r CQ cu Q N O r -r N rt m Z c 3 a m n C r -- C) O N l!i v D m O N O N I� co 00 N O N O W Q N 3 v v 0 M 0 CL w rw Y OOW W / Lo D A W L � CL v aL AMMO CONSULT ( "O ,S1 "I,'I'[N(r E G'EN ,ERIN T kSE'R1-l('ES March 12, 2018 Job Number: AZ -2332.001 Wyco Field Services 4240 East Elwood Phoenix, Arizona 85040 Attention: Chris Wolfe PILLC Subject: Professional Opinion for Antenna Installation AT&T's. Proposed Antennas and Equipment Site: COL01445 / "38th & Wadsworth" 7530 W. 38th Ave Wheat Ridge, CO 80033, FA#10099232 Dear Mr. Wolfe: This letter summarizes our review and provides an opinion regarding the stability of an existing building for the addition of AT&T's proposed antennas and equipment installation. Our review -included photographs taken during a recent site visit, a review of the previous documents as referenced below, and provided by WYCO Field Services (Wyco), in preparation of this report. Previous Documents: Evaluation Letter prepared by Black & Veatch, Dated February 2, 2016. Construction Drawings prepared by Wyco, Dated March 8, 2018. (Location 39° 46' 8.7" N, 1050 04' 49.2" W): Proposed Equipment: We understand that it is proposed to replace existing equipment with new equipment as follows: Existing Equipment Qty Antenna Manufacturer & Model Number Per Sector 3 Commsco e/Andrew LTE 700/AWS/WCS I SBJAH4-1D65C-DL 1 2 Powerwave 1 7750 A,C 2 Powerwave UMTS 850/1900 1 7750 A,C 1 Powerwave Other P65 -15 -XLH -RR B 1 Powerwave UMTS 850/1900 1 P65 -15 -XLH -RR B 8 DIPLEXER I LGP21903 4-A,C 2 DIPLEXER Powerwave CM 1007-DBPXBC-003 B 4 Powerwave TMA 1 LGP17501 2-A,C 1 TMA/LNA I TT 19-08BP 111-001 B AMrMTP 2447 W 12`x' Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 CONSULTANTS Professional Evaluation Letter March 12, 2018 Job Number: AZ -2332.001 AMS Tic CONSuLT4,vrs 1 Filter I WCS-IMF -AMT A 2 RAYCAP Sure Suppressor I DC6-48-60-18-8F A 3 Alcatel -Lucent -discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 1 RRH2x40-AWS+RDEM 1 3 Alcatel - Lucent I RRH4x25-WCS-4R 1 Removed Equipment Qty Antenna Manufacturer & Model Number Per Sector 3 Commsco e/Andrew LTE 700/AWS/WCS I SBJAH4-1D65C-DL 1 2 Powerwave 1 7750 A,C 2 Powerwave UMTS 850/1900 1 7750 A,C 1 Powerwave Other P65 -15 -XLH -RR B 1 Powerwave UMTS 850/1900 1 P65 -15 -XLH -RR B 3 Alcatel - Lucent - discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 1 RRH2x40-AWS+RDEM 1 Proposed Final Equipment Qty Antenna Manufacturer & Model Number Per Sector 3 Commsco e LTE 1900/700/AWS I NNH4-65C-R6 1 3 Commsco a/Andrew LTE 1900/AWS I NNH4-65C-R6 1 8 DIPLEXER I LGP21903 4-A,C 2 DIPLEXER Powerwave CM1007-DBPXBC-003 B 4 Powerwave TMA 1 LGP 17501 2-A,C 1 TMA/LNA I TT 19-08BP 111-001 B 1 Filter I WCS-IMF -AMT A 2 RAYCAP Sure Suppressor I DC6-48-60-18-8F A 3 AirScale I RRH 4T4R B12/14 320W 1 6 AirScale I RRH 4T4R B25/66 320W 2 3 I Alcatel - Lucent I RRH4x25-WCS-4R I Analysis Criteria: The structural analysis was performed in accordance with the requirements of ANSUTIA-222-H and ASCE 7-10. Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3 -second wind speed of 105 mph. Description of Installation: The proposed antennas will be installed on the exterior wall of an existing building. The wind loads act mainly on the existing structure, which allows the wind loads on the walls to remain relatively constant. Professional Evaluation Letter Page No 2 CONSULTANTS March 12, 2018 Job Number: AZ -2332.001 A� i �c CONSULTANTS The existing walls are engineered to resist against lateral loads induced by wind. Overall live and dead load conditions due to the presence of the antennas are considered to be insignificant. Conclusions: The replacement equipment weight and configuration alteration is insignificant to the overall project live and dead loading conditions. We conclude that the existing building can support the AT&T installation as presented on the Wyco plan (refer to Site: 38th & Wadsworth, Site Number: COLO 1445). It is the responsibility of the contractor during construction to document that all existing connections are in "good condition" and have the proper dimensions. We trust that this report is satisfactory. If you have any questions regarding the investigation, please contact our office. Respectfully submitted, AMMTR Co Alan E. Money P.E. Senior Engineer Q VpViAR o,o 463 8 -o `,nlaa l2. 2018,%� �ss��NAL ENS\ A__MMW' Professional Evaluation Letter Page No 3 CONSULTAlNTS i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .30�- /y/4. Roo Job Address: 773 , 3�.f4 V -r, Permit Number: `264W 00 ❑ No one available for inspection: Time 7 1 d AM`�M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 2 #00 Inspector: D'✓'-/_ Lcl,F4 DO NOT REMOVE THIS NOTICE City of Wheat Ridge 707 Commercial Roofing PERMIT - 201800200 PERMIT NO: 201800200 ISSUED: 01/19/2018 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 01/19/2019 JOB DESCRIPTION: Commercial re -roof -remove and replace with OC Duration. Squares: 200 Pitch: 4/12 and 5/12 Flat roof is 100 squares with 60 mill TPO Duralast. *** CONTACTS *** OWNER 303-422-3459 WHEAT RIDGE UNITED METHODIST C SUB (720)402-6702 Jeremy Smith, Jacob Hazen -Pete 170373 nark ql w r_Y.,, Tr,-, *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 104,000.00 FEES Total Valuation 0.00 Use Tax 2,184.00 Permit Fee 1,157.85 ** TOTAL ** 3,341.85 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge A Commercial Roofing PERMIT - 201800200 d� t PERMIT NO: 201800200 ISSUED: 01/19/2018 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 01/19/2019 JOB DESCRIPTION: Commercial re -roof -remove and replace with OC Duration. Squares: 200 Pitch: 4/12 and 5/12 Flat roof is 100 squares with 60 mill TPO Duralast. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature;of %OWNE-..,..or CONTRACTOR (Circle one) Date 1. This;i�prmit 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 original permit 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 and procedures 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. I. No work of an manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. >. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceeg or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance ornting orapit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c 'de ny man or regulation of this jurisdiction. Approval of work is subject to field inspection. signature of Chief Building Official Date '.EQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �COMWUNiTy Wheatp dge 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()ci.wheatridge.co.us FOR OFFICE USE ONLY Date: i Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: ?S"3&' w`. Owner (please print): 4// Property Owner Email; Mailing Address: (if different than property address) Address: City, State, Zip: U Architect/Engineer E-mail: Phone: Contractor: 1) ev, z r S /& .33 Phone: J,0- `U -Z -3',1-y Contractors City License M I7 6 `373 Phone: Z ° _ Y02-- 0,02 - Contractor a2Contractor E-mail Address: I« darks L For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: 12o -a �(5- 2ZLS CONTACT EMAIL(p/ease print): .I �+ k IOU Ceti rk . M C.. C d h, Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: 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 ❑ 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.) Sq. Ft./LF Amps Btu's Gallons Squares ? OV Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ a t� �f INSPECTION RECORD °ccu ancy(Twe INSPECTION REQUEST LINE: (303) 234-5933/l Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Fire Inspection / Fire Protection Dist. Do Not Pnur Cnnr_rafa Prinr Tn Annrnximl of The Ak—..— I.. -......a:...... Underground/Slab Inspections Date Inspector Comments Initials Landscaping & Parking / Planning Dept. Electrical Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Sewer Service Plumbing I.%JL %.*Vvcl UnuVi rvunu or oelownn-alae worK mor 10 Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof Lath /-Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical fj14 J7 Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. — --- - __- _ I ....... •��-�� •+� ..,a.�v anua 1wuyn ulopuumul10 <31 C; LVIIIpUMU IIVI11 Mu rnu ulstnct ana electrical low voltage by the Building Division. For notification of your assigned inspection time window please email intimereguest(cci�ci.wheatrid e.co us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Commercial Sign PERMIT - 201700695 'ERMIT NO: 201700695 ISSUED: 06/13/2017 FOB ADDRESS: 7530 W 38th AVE EXPIRES: 06/13/2018 FOB DESCRIPTION: Remove existing sign from brick base and install new sign proposed on drawing ** CONTACTS *** )WNER (303)422-3459 WHEATRIDGE UNITED METHODIST CH 'UB (303)629-6121 Fallon Visual Products 018033 Gordon Sign Co. ** PARCEL INFO *** SONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 500 / Government/Church/Library BLOCK/LOT#: 0 / k** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Dotal Valuation 0.00 Plan Review Fee 287.33 ise Tax 450.00 Permit Fee 442.05 ** TOTAL ** 1,179.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Electronic message may not change sooner than every 15 seconds. Message may not roll, scroll, flash, or be animated. S 4 Y CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C ( I - Job Address: E"5 3 0 UQ , 53 Permit Number: � o I -I 0c) (0 9 ��, ❑ No one available for inspection: Time 3 0 A' /PM. Re -Inspection required: YesNo � When corrections have been made, call�I for re -inspection at 303 -234 - Dated 4 2 - 2-S,` - ( I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,6,1, 101 Job Address: J� ® b Permit Number: 1,pnoou95 ❑ No one available for inspection: Time�4 M Re -Inspection required: Yes No '1.� When corrections have been made, call foi i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qoq r Fr_ Job Address: 7530 LA/ 39 r 4v- -Permit Number: 90 1700692L d614, y ❑ No one available for inspection: mea%U AM/PM Re -Inspection required: Yes UNo When corrections have been made, call for re -inspection at 303-234- ?5933 Date: 06311 Inspector: MTI1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qo ! Er_ Job Address: 7630 39,""1 A✓r' Permit Number: 20170a6TC ❑ No one available for inspection: 'meAM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 106311 Inspector: MT H - DO NOT REMOVE THIS NOTICE ,. A City of Wheat Ridge e Commercial Sign PERMIT - 201700695 PERMIT NO: 201700695 ISSUED: 06/13/2017 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 06/13/2018 JOB DESCRIPTION: Remove existing sign from brick base and install new sign proposed on drawing **REVISION** Adding electrical to permit for sign *** CONTACTS *** OWNER (303)422-3459 WHEATRIDGE UNITED METHODIST CH SUB (303)629-6121 Fallon Visual Products 018033 Gordon Sign Co. SUB (303)423-5760 Donald S. Konrad 018201 Konrad Electric, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 500 / Government/Church/Library BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 287.33 576.14 476.55 1,340.02 27,435.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Electronic message may not change sooner than every 15 seconds. Message may not roll, scroll, flash, or be animated. z,iF. � A< City of Wheat Ridge �- 1�9r Commercial Sign PERMIT - 201700695 PERMIT NO: 201700695 ISSUED: 06/13/2017 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 06/13/2018 JOB DESCRIPTION: Remove existing sign from brick base and install new sign proposed on drawing "REVISION" Adding electrical to permit for sign 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 andapproved in conjunction with this erm�t. I further attest that I am le ally authorized to include alt entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ..-�S —/7 nature of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any nce or reguf his "urisdiction. 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. I FOR OFFICE USE ONLY City of Date: W heat fidge COMMUNITY DEVELOPMENT Add to Permit # Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(a d.wheatridge.co.us Building Permit Revision/Amendment Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed."' Property Address: Property Owner (please print): �/��%?'� ✓���•J jT Phone• Property Owner Email: C 5 M L c71% b'J 5 IV Mailing Address: (if different than property address) Address: City, State, Zip: SubmittincLComioanv: S1617') Contact Person: /�`/Phone:_���^ Contractor: Contractors City License #: ���3 Phone: Contractor E-mail Address: `�C� ��� � :Se . Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. _ If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amender{ work: Sq. Ft.lLF Amps C%Z 14Jo4e 'Z:�)�D.E�/��� Z�y Z iv Ate., K6 11, a, I iA-'-S-r�! I- N5 '5 t) 30: 6(. uares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisionsfamendments described above) 2 3,! ; "� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 own r of any entity included on this application to list that entity on this application. CIRCLEOtVE. (OWN R) (CONTRACTO�1� or (AUTHORIZED REPRESEATATI,E) plYh`ER) Aftw PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: DEPARTMENT LOt ONLY OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: § City of Wheat Ridge Commercial Sign PERMIT - 201700695 PERMIT N0: 201700695 ISSUED: 06/13/2017 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 06/13/2018 JOB DESCRIPTION: Remove existing sign from brick base and install new sign proposed on drawing *** CONTACTS *** OWNER (303)422-3459 WHEATRIDGE UNITED METHODIST CH SUB (303)629-6121 Fallon Visual Products 018033 Gordon Sign Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 500 / Government/Church/Library BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 450.00 Permit Fee 442.05 ** TOTAL ** 1,179.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Electronic message may not change sooner than every 15 seconds. Message may not roll, scroll, flash, or be animated. City of Wheat Ridge Commercial Sign PERMIT - 201700695 PERMIT NO: 201700695 ISSUED: 06/13/2017 JOB ADDRESS: 7530 W 38th AVE EXPIRES: 06/13/2018 JOB DESCRIPTION: Remove existing sign from brick base and install new sign proposed on drawing 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 a uthorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further est that I am a authorized to include alI entities named within this document as parties to the work to be performed and th�stl work to be p�r ed is disclosed in this document and/or its' acc�tnpany�ing approved plans and specifications. Signature of OWNE or `CONTRACVOR (Circle one) Date ! I. This permit was is ed 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. Re nests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days madebe granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proce,,, d conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or granting of a p 1 not be- strued tq b a permit for, or an approval of, an violation of any provision of any applicable code or any ordman lti i. of t i r' icti n. Approval of work is subject to fyeld inspection. 1n Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheatde COMJMUNITY DEVELOPMENT FOR OFFICE! USE ONLY Date: Pian/Perinif # � t M (/} Building & Inspection Services Division VVVJJJ 1 I J 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application q.. . *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7'53c,? &)• 3 ,!�? 4li� Property Owner (please print): G14l/1r0- ///L-7-11,010IJ-7—G/ Z- .3�s� Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Enaineer: 4/ Architect/Engineer E-mail: Contractor: Phone: . Go-CPeAl siG,v Contractors City License M /DD33 Phone: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: VV . City License# rN Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE�2�� or REPLACEMENT �❑ 6'PHER (Describe) G6/ (For ALL projects, please provide a detaile 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) Sq. Ft./LF Amps L3 � �iyo moi✓-fT/�// J/1 -r- S125 /V 115;Wa nas > SSS% -a3 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the Cit of Wheat Ridge or coy enants, easements or restrictions of record: that all measurements shovtin 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 .Kith applicable Cit, 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 ov%ner of the property to perform the described work and am also authorized by the legal oNNner ofan,, entity included on this application to list that entity on this application. O CIRCLE ONE (OWNER) (COATRA TOR) or (.4IIT1IORIZEDREPRESE.hT,4T11,E (Off' ER) ((.O,\RACTO ,t/N I PRINT \ 1Atl.: >d SIGN 17 l RF — ---- D:17 E: _ - ��-/ ZONING COMMMENTS Reviewer V BUILDING DEPARTMENT COMMENTS Reviewer PUBLIC WORKS COMMENTS Reviewer PROOF OF SUBMISSION FORMAS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION Building Division Valuation: $ V C to00 00 00 w a • O i V � W Qw �; a16 A A ' w `• ~ b� 0 O (A7 3 ' S � nolp tWD 'N O UPHAM +� w co , ,.j yi m `L7y7y S I- O � I V J T o PA c1l i co OS - .00 00 . r 3nAm�oW3p�a ~ O(�[n I ' I �•✓ - V T � vi o I�i H1 _ R.mfnc COBS � `/ MCA 3- Na d o f N a 'i )� • I 1-9 of YYY��� _ _ ✓ , V WN o NINA ��' "s„� a'a 3���' � p•CQ _ s Agog � Divisors Alf 2Pas� ng3 a 26-10vE91: $$ 2 31 N as B� m n H � F y - X o0 d O a0m o < m 90 w N 3 7] o O ANO J 1:z m F N V y C CJ V Oo n z m E a y m �m N'rp � S 0 O o S u7 � cn 3 d o ~ a l/7 O O D o � � c o z tr '» o < y 3 O A od O H � �f v 9 0 ]o d m cn N u O n J � cc CCJ S w S O fD W 0 CO p n cC o cm m o a � w 3 w � (D o (D y n O N s =3 m Nt C w o. m O W H 03 T-4 3/8". I -- 0 m — 1 C/) co � Z: o - eo c � C N O O p co 3 n w 3 t C WI �. S. 0 3 m Q n � 3 g _n ��y 39 E3 m f o ',-w IV / A ` City of W heat R -Ye ComMUmTY DEVELOPMENT APPROVED Reviewed for Code Compliance C r,kA AAC-(' tons E Kaminer Date validity of permit Thr issuanrc of o permit w apptovol of pions speci%Kation and computations shall not be o permit for, or an OPProvol of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give outhoro to violate of tantef the provisions of the Building codes or other ordinances of the City shall not be valid. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F F l Job Address: 530 t,,,J 39 _n-1 A VE, Permit Number: Z OI D C2 Q 6� 5 ❑ No one available for inspection: Time AM/PM Re -Inspection required: C e No When corrections have been made, call for re-inspectionat303-234-5933 / �,-�- Date: °.� _ � ` � Inspector: 1Tat DO NOT REMOVE THIS NOTICE he hx' ('OMAWN I FY DUVE, LOPM I'AN I Building & Ins ection Services Division 7500 W 29h v h 7530 West 38th Avenue, wheat Ridge, CO $0033 -4f, L7 FOR OFFICE USE ONLV Date: z 2- 1 Plewpelmit# 2- (7" 1 U,0c), 2'Y) Plan Review ' 235 Xz- Ridge United Methodist Church 303422.6571 as e v a stone wheatrid I g I eumc. or ilillill 11 Address: City, State, Zip: + 8� Black & Veatch (Adam Smith) smitha6abv.com 8344296 ***TBD, PLEASE CONTACT APPLICANT-ETHAN GOODWIN Electrical: W.R. City License# Mechanical: WA, City License# Complete all information on BOTH sides of this form NEW COMMERCIAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW ` a. COMMERCIAL (Garage, shed, deck, etc.) shed,RESIDENTIAL ACCESSORY STRUCTURE (Garage, deck, AL SYSTEM/APPLIANCE REPAIR or REPLACEMENT SYSTEM/APPLIANCEPLUMBING or x ELECTRICAL « or REPLACEMENT Ar(Describel telecommuni cations facility modifications modi.fi.cation of the existing AT&T antenna facility to include: remove (2) GSM cabinets, add (l) battery cabinet, add radia cards to existing cabinet and add surge suppression devise within existing ground equipment enclosure, Replace (3) 8' panel antennas with new, add () RRH's, add (l) surge suppression device, add (2) do power trunks, add (1) fiber trunk and new stealthing for antenna support equipment to existing bell tower. Sq.. FULF Stews Gallo Amps Squares Other SLACK&VEATCH at04t. Building a World of difference., t BLACK & VEATCH CORPORATION +1952-289-0774 1 PETRYN@8V,C0M 2�� Site Number: 51140(COU1445) Site Name: 38 th & Wadsworth Site Address: 7530 West Wh Avenue, Wheat Ridge, CO 80033 Market Name: RMR Project Number- 129051 Project Name: LTE WC 2C Block & Veatch Corporation is pleased to submit this "Structural Analysis Evaluation Letter" to evaluate Nam 32Ms�� The followine statement refers to the antennaLqnlL. The additional loading described in the "Loading Summaw will Increase the gravity load on the existing antenna mounts by approximately I lb, each, The proposed equipment will Increase the projected wind W.Thechan in loading -and -increase In wind area on the existirtl building is negligible. Therefore, the existing antenna mount is adequate by engineering Ju gment. I beyond the scope of this evaluation. zcm��� 11110111111: Ili I I I I I I I I I I I I I I I i I 1 0 ����,■w� .�/ AT&T TURF c < ANALYSIS / DESIGN LOADING SUMMARY «■«:,z «�t *�«t:a«: 1 91 [20IS INTERNATIONAL BLDG, CODE OR LATEST ADOPTED EDITION IT�01� t!2 N ELECTRIC CODE OR LATEST ADOPTED EDITION A, EIA 7 OR LATEST EDITION PROJECT DESCRIPTION NHAMM�� PROPERTY OWNER. WHEAT RIDGE UNITED METHODIST TELEPHONE COMPANY: CHURCH ADDRESS; 7530 WEST 39TH AVENUE NCP WHEAT MORE, Co 80033 TOWER OWNER: WHEAT RIDGE UNITED METHODIST CHURCH COV JEFFERSON LATITUDE (NAD 83)7 39' 46' 8,7' N LONGRUDE (HAD 83). 105` 04' 49.2' IN ZONING JUMSOICTION: CDY OF WHEAT ROSE ZOMNG DVSTIoCT: MU -N PARCEL NVRRIER 39-261-19-001 OCCUPANCY GROUP: U CONSTRUCOON TYPE. V -B POWER CDMP XCEL ENERGY TELEPHONE COMPANY: CENTURYUNK SITE ACOUSiTION MANAGER: DEWN MORRIS NCP (303) 264-0512 CONSTRUCTION MANAGEk JOHN VAUGHAN (720) 412-4989 RF ENIANEER; ERICSON FEUCKNO (469) 450-7910 CONTACT INFORMATION ENG04EER: BLACK & VEATCH CORPORATON 4600 SOUTH SYRACUSE STREET, SUTC 800 DE. IG CO 80237 CONTACT: ADAM SMITH PHONE (720) 834-4296 i 4 M, ZIA 0, J at&t APPROVED c3ubject to F-,ield 1,kispecfions cc, 9 wi�eat R�&.jp 8,1WO'n Wh idge Building Department 422j— U U.L ,C.L tn� -1-IUAL DATI IL U1 Valift of permit: The issuance ance of a permit or approval of plans's and Comput ons SAD" ON a Q rmft r, Of an WPPTTA V , 0-Y I afty of the provisions of the building code or of any Cfty ordiv Permh pfesurning to give Authority to violate or cancel the pr v1! Building codes or other ordinances of the City shall not be GENERAS. NOS ES THE FACILITY M UNMANNED AND NOT FOR HUMAN HABITATION, A TECHNICIAN WR,L 'ASff THE SITE, AS REOUMED FOR ROUTINE M04TENANCE, IRE PRWCCT VLL NOT RESULT W ANY SIGNiFICANT DISTURBANCE OR EFFECT ON ORAINAGE, NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL $S REQUIRED AND t4O COMMERCIAL SIGNAGE tS PROPOSED, --------- A aftt 188 INVERNESS ORWE WEST IRATE 400 ENGLEWOOD, CO 80112 4600 OC3TH ACUSE S 1. SUITE 800 ONIIIENVEk COLORADO E0237 DIRECTiONS FROM AT&T OFFiCE. HEAD SOUTH TOWARD INVERNESS GENE WEST, TURN SOUTHEAST ONTO WYERNESS DRIVE WEST. TURN WEST ONTO EAST COUNTY LINE ROAD. MERGE ONTO 3-25 NORTH VIA THE RAMP TO FORT COLUN& TAKE THE EXIT TOWARD US -6 WEST. KEEP RIGHT AT THE FORK TO CONTINUE. TOWARD US -6 WEST, KEEP LEFT AND MERGE ONTO US -6 WEST, TAKE THE CO -121 NORTH/WADSWOATH BOULEVARD EXff. TURN NORTH ONTO 00-121 NORTH/WADSWOPTH BOULEVARD, COICRNUE STRAIGHT ONTO SWORTH BOULEVARD, TURN MST ONTO WEST 38TH A\fENUE, DESTINATION WELL BE TO THE SOUTH, IE It IS A 'ADLOWN OF LAW FOR ANT` PERSDk IPXM THD ARE ACTINO kA"R THE MECTON OFA LCCN= PROMS90NAL EW ER TO ALTER INS DOCUMENT, 38TH & WADSWORTH COL01iii 45 Ei I 7530 WEST 38TH AVENU WHEAT RIDGE, CO 8003; LTE 2C &- LTE — X CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING SHEET TITLE OtMENSK)N% AND CONDPIONS ON — T4E JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AW DISCREPAN(GES BEFORE PROCEEDING WITH THE W04R TITLE SHEET ....... ..... UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO 922-1987 www.UNCC.ORG 3 WORKM DAYS VMAY NOTNTAT" FAKIR TO COWTRUCUON PROJECT/PHASE NO: 129051/9602 DRAWN ETT. SCP CHECKED FIV". NCP RFDS: 2,01 DIRECTiONS FROM AT&T OFFiCE. HEAD SOUTH TOWARD INVERNESS GENE WEST, TURN SOUTHEAST ONTO WYERNESS DRIVE WEST. TURN WEST ONTO EAST COUNTY LINE ROAD. MERGE ONTO 3-25 NORTH VIA THE RAMP TO FORT COLUN& TAKE THE EXIT TOWARD US -6 WEST. KEEP RIGHT AT THE FORK TO CONTINUE. TOWARD US -6 WEST, KEEP LEFT AND MERGE ONTO US -6 WEST, TAKE THE CO -121 NORTH/WADSWOATH BOULEVARD EXff. TURN NORTH ONTO 00-121 NORTH/WADSWOPTH BOULEVARD, COICRNUE STRAIGHT ONTO SWORTH BOULEVARD, TURN MST ONTO WEST 38TH A\fENUE, DESTINATION WELL BE TO THE SOUTH, IE It IS A 'ADLOWN OF LAW FOR ANT` PERSDk IPXM THD ARE ACTINO kA"R THE MECTON OFA LCCN= PROMS90NAL EW ER TO ALTER INS DOCUMENT, 38TH & WADSWORTH COL01iii 45 Ei I 7530 WEST 38TH AVENU WHEAT RIDGE, CO 8003; LTE 2C &- LTE — X CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING SHEET TITLE OtMENSK)N% AND CONDPIONS ON — T4E JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AW DISCREPAN(GES BEFORE PROCEEDING WITH THE W04R TITLE SHEET ....... ..... UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO 922-1987 www.UNCC.ORG 3 WORKM DAYS VMAY NOTNTAT" FAKIR TO COWTRUCUON ►rsw sum 1.. CONTRACTOR SMALL FIELD VERWY ALL tT6R,4ENE4OF@E.. 2. ANTENNAS AND MOUNTS EMITTED FOR CL,ARGY, 12° 8' 4' 0 10' 2T 4600 SOUTH SYRACUSE STREET Sib#TC 800 DENVER, COLORADO 80237 s ♦' 0 eT S A WWOR OF LACY Ft* ANY OF A L)CrNSM PROFESSOAL RWKER. :t°. ALTER THS DMUW.M. P OJECYP " E 129051/9602 DRKWN BY. BCP CHECKED BY:: NCP REDS; s ♦' 0 eT S A WWOR OF LACY Ft* ANY OF A L)CrNSM PROFESSOAL RWKER. :t°. ALTER THS DMUW.M. R A72 RATTERS CABINET w�RAYCAP DC6-4 - 60-1 2'-tca° ALCATEL—LUCENT RRH240W—AW a-s-RDP HEIGHT w 72" Q1�29rnMn) �"""'�".�"`"."","'.""�. DIMENSIONS,xDxii 38,37"4.37'X20.06" V#ti?TH 9.S,.3x (39i1rre) WIDTH � 30' (i5;.rr�m) d�htlWP AL OPERATING VOLTAGE _..._... 48 DEPTH 9.06(730 m,) N r-AL CRSC GE CURRENT 20 MA 8/20 ps DEPTH ;54" (993mm) HEIGHT 25,20* (640 rrm) ••.•.,•„G""""_.."""...•,".••••• MAGNUM INSC E CURRENT 60 huh 8, 24 pa .m„ ,„„�. ,oiY TOTAL WEST (EHHrx1 Az L S (a3sK97 at&t IOTAL WVDHT (YOTHOUT MOUNTING Kff) 47.A L.AS (213 vq) � �„ MA2;s'MUM CONT MUOJS GPERAONG VOLTf�E'. 7S Vff?t: ., VOLTAGE PROTECTRATING 700 v WkND LOADING 150 MPH SUSTAtNE:p (1353 IRS) ""'..�,, 188 INVERNESS DRiVE WEST SUffE 400 195 MPH GEST (228.6 t.M3S) '` i .m... i 3E,$ LOS.` ( ENGLEWOOD, CO 801`!2 �,..._ TiTTA,o. W"ESGtiT �� _. ., 20 V 1 00 0 0 * n 0 0 Mn SA1 24 .MEJa! SOUTH SYRACUSE STREET 800 DEWER, COLORD ADO 80237 PROPS ATT. Y LAR .T NG sCA E% UPF' EIAU RRH.. SPECL CAT rsc SCALE PROJECT, PHASE 140129051/9602 ALCAT L—LUCENT RRH4x2F- WC R `� RAYAP DC6-46-6-18-6F DRAWN Ear: OCR DTH a2.o" 3ts53 r rs x31 a5 p ( ) s S W.N.H CHECKED BY. Nc SOLT ASSEMBLY DEPTH 8.7" (220 mm) ' TWO-.PtCCE BRACKET L OPERATAMi" X,.TAGE 46 .... _ RE'EMS: 2,01 ksE9C:Mi7 31.5 ( mm) ( OF 2} NOMINAL datSCES&ftE. CURRENT 20 kA 8/20 apt x y TAX. 2,0 TOTAL WEIGHT ONaHOUT MOUNRNG KMT) '7D €..DS (31.5 KAI titii'3 ti- MUM D"S E CU W 60 xA 8/20 AA tui �' M@:APrttMUMd CONRfILIOUS OPERATING VOLTAGE 75 voc `"""».»."•""�.•' VOLTAGE PROTECTON RATING 400 V ISO MPH SUS?AtNED (4L7 7 d ISI, ylL WIND LOADMh1G UNIS"TRUT P3000HS WITH 195 mRm GUST (233.8 3.85) L NUTS A tYt,� -3 '" tP EaM2DEik4JiVAL.EMdTE(�iYP TOTAL WEIGHT 32.8 LOS IT' PROPOSED REMOTE RA DbD HEADC 02�/11✓_ 6 4SUED FOR �RGGTiCR REV DATE Sm#i$q*" t � cin w , iM�t t �t cR "�.,..sGLx AT 2'- 0' SPACING ui (SEE NOTES) _V4 c } .�. CONTRACTOR TO USE 'THREAD LUBRICANT' ON � % �,? Md0VNTING BOLTS DUMNG $N�STAL.LA'IION ..., PE .0049852� i l T NO SCALE4 NO SCALE NO SCALE .. VJVI"" 0 6 A VWLATWN OF L4W FOO AMY PIR2DIk ESS THEYA£ THE CTON M .. P . POSED OF A UCEN .PRMSSONAL CRONCOL. MOUNTING TO XTER INS DMUMEWT, BRACKET (TYP) PROPOSED 38TH & WADSWORTH ANTENNA(TYP) COL01445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80633 PROPOSED LTE — 2C & LTE 3C MOUNTING BRACKET "3'P) MEET TITLE EQUIPMENT DETAILS SHEET NUMBER - A N QU Tl i" NO SCALE _T_ NO SC&E 8 NO SCALE PROPOSED PROPOSED PROPOSER PROPOSED PROPOSED PROPOSED AWS RRF# 1 AWS RRH 2 A RAO 3 KGs RPH 1 WCS FISH 2 wC5 H ILEgIR&AL.-- I 1. DO POWER WR NG SHALL. 6E COLOR CODED AT EACH END FOR 1DEs41"€P`HNG +24V AND -4EV CONDUCTORS. RED MARKWOS SHALL OENTIFY +24V AND BLUE MARK6NGS SHALL IDENCIFY -499, REFER TO ATT -002-290-701, 2, LTE DC POWER WiFING SP2E 14 AND TO 10 ANG SHALL BE TELCOFLE.'X M, DC POWER WIRING 8 AWG AND LARGER SHATA.. BE TELCOFLEX N. 3, LTE POWER W11UNG SMALL 9E BN ACCORDANCE WfrH ATT -002-290-701, 4, GROUND CONDUCTOR WNIMUM SIZE SHALL BE 50 KCMIL FOR POWER PLANT C.APAGR`Y GREATER THAN OR EQUAL TO 1,200 AMP. F !L DC ELECTRICAL LOAD DEMAND FOR PROPOSED ADDMONS TON WERE MCLUDED !N PRIOR AC LOAD CALCULATION. 8F" m at&t i14.Xa �}a ?86 INVERNESS CRNE WEST SUITE AGO ENGLEk4OOD, DO BDI12 mm 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORAD0 W237 C CIRCUIT SCHEDULE 1290O1/96D2 FROM 'CO CONFIGURATION -489"DC C&RCUff PROPOSED DO SURGE SUPPRESSOR (tj 2-#10 iELCCkFLEX MDC CA43LE... -44AIX CACUtT PROPOSED DC SURGE(i) 2-#10 TELC0F1..Ex� N# DC CABL.E.,.... SUPPRESSOR CI curt PROPOSED DC SURGE SUPPRESSOR (1) 2-#10 IELCOF'LEX 10 DC CABLE PROPOSED DC SURGE 4'RGE PR RAY SURGE PROTECTION ;2) 6- 6 THHN/T4fi9Y##- I SUPPRESSOR TYPE TC -ER DO CABLE PROPOSED AW (1) 2-#12 THHN/T -1 REMOTE * HEAD #1 TYPE TC -ER DC CASU PROPOSED AWS (i) 2-#12 T3 HPx'feHWN. ,-1 REMOTE RAOXI HEAD #2 TYPE TC -ER GO CABLE PROPOS D ASS (1) 2— 12 TMHN/T. N —1 REMOTE RO HEAD #3 TYPE TC—ER DC CABLE No POSED RAYCAP SURGE PROTECTION PROPOSED WCS (1) 2—;#12 Yt{iiN THBWN/\V 1 REMOTE RADS) HEAD fl TYPE TC—ER DC CABLE PROPOSED feAYCAP SURGE PROTECOON PROPOSED NCSr 2-- 12 TPHN H -1 ()'iY"P . REMOTE IO H 2 TIC -ER DO CABLE N PROPOSED RAYCAP rt VYCS (1) 2^- 22 "iM3 AifV4Aw-i SURGE PROTECTIONS'RETPDsD E.T. REMOTE * HEAD 3 TYPE TC-ERLccLE m at&t i14.Xa �}a ?86 INVERNESS CRNE WEST SUITE AGO ENGLEk4OOD, DO BDI12 mm 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORAD0 W237 vi UNLESS THEY ARE ACIM W&VR THE OMCM4 OF A LE04M PROPESM04AL ENWHEOF IS ALTER THIS DOCUMENT, PROJECT/PHASE NO: 1290O1/96D2 DRAWN OY: OCP CHECKED OY NCR RDS: ;2.051 T.LD. 2,0 vi UNLESS THEY ARE ACIM W&VR THE OMCM4 OF A LE04M PROPESM04AL ENWHEOF IS ALTER THIS DOCUMENT, EXOTHERMM CONNECTION I� GROUND ROD TEST GROUND ROD WITH ME'.CHANKAL CONNECTOR I! kwT INSPECTION SLEEVE Am '6. GROUNDING iS SHOWN DAGRAMMACCALLY ONLY,. 2, CONTRACTOR SHALL AROUND ALL DOWPMENT AS A COMPLETE SYSTEM, GROUNDING SHALL BE IN COMP#,. CE bVON NEC SECTION 250 AND AT&T GANGRENE AND BONDING REQUIREMENTS (ATT—TP-76416) AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMMUA CONDQC ORS SHALL BE USED, T INCHES .BEL GRATE, ORS COPPER, L6 FROST DEPTH AT OF APPROXIMATELY 24 INCHES FROM THE EX"CROR WALL OR F O TONG. (ATT -TP -..76416 2.2.,3.5 / 7,5A) 08°.:= 0. ` THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS,AND/OR GUY ANCHORS, WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILOING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUNO SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOD COPPER CONDUCTORS, (ATT -TP -76476 /' 7..5,4) OC " "n1 ,. UL LSTEO COPPER CLAD STEEL, 5.3dmmum 5/8" D ETER. BY EZHT FEET LONG, GROUND RODS SHALL BE INSTALLED VATH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. (ATT -TP -76496) POINT Of GROUND REFERENCE FOR kl COMMUNiCAUGNS EOLIMME NT FRAMES, ALL, BONDS ARE MADE WITH 12 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS, BOND TO GROUND RING U`H (2) 42 SOLO TINNED COPPER CONDUCTORS, (ATT -TP -76446 / 7.6:7) 2 AWG SOLID T4NNED COPPER BOND TO THE TOWER GROUND RING, (ATT -:P-76416 / 7,4.2,6) (F)F) Cx; , THE SENDING POINT FOR TFLEC='2M EQUIPMENT ES SKik L _,,!! BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENM METAL FRAMEWORK, BONO THE FRAME GROUND TO THE 'F SECTION Or THE CELL REFERENCE GROUND BAR OR SUPPLEMENTARY CONOUCTOR. (ATT -TP -76516 6,53 AND 7.8) Ow METAL FENCES WITHPd 7 FEET OF THE EXTER3OR GROUND RING OR OWECTS BONDED TO THE EX'TE'RIOR GROUND AND SHALL BE BONDED TO THE GROUND RING WffH A #2 AWN SOLID DNNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL. MADE AT EACH GATE; POST AND ACROSS GATE OPENINGS, (ATT--TP-76416 / 7.12.22) METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR ROUND RING, (ATT -IF' -76416 / 7.12,5) (D _ 5 FAH ICE BRIDGE LEG SQL BE BONDED TO THE GROUND RING WITH #2 ARG BARE TINNED COPPER CONDUCTOR. PRG?WDE EXOTHERMIC WELDS AT BOTH THE SCE BRIDGE LEG AND ED GROUND RING, (ATT -TP -76416 /.. 7.4.2,6) GROUNDING CONDUCTORS INSTALLED OUTDOORS. AND RUN ENTIRELY ABOVE GRADE SHALL BE ONNED STRANDED COPPER AND BE SUNUGIO RESIST » 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 0 UNLMS TM ARE ACTMO, UNDER THE ORM04 OF A LCZR= PROFESSION4,r IC ALTER Tits DOCUMENT, PROJECT/PHASE NOt 129051/9602 DRAWN BY: BCP CHECKED EIY" NSP RFDS: 2,01 TID, 2.D 0 UNLMS TM ARE ACTMO, UNDER THE ORM04 OF A LCZR= PROFESSION4,r IC ALTER Tits DOCUMENT, NEWTON INSTRUMENT COMPA Y, JN . EXTERNAL„ CLOSED BARREL, FOR ALLK CONDUCTOR INSLI ATION TO EXTERNAL INSPECTION WI IN CL HEAP ---^�^C3NOUCiOR INSULOMON TO UTN�ER, N.C. TOOTHED EXTERIOR TWO—HOLE SHAWN LN' HEAT BUTT UP AGAINST THE TOOTHED BARREL, REOUIRED FOR SHROIK BUTT UP ACNNSI THE ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNEL.TS,#R5--^—Y. RATEO-o-.T CONNECTOR 'REL. CONNECTORS NO RIOAARED PART NUMBER DESCRIPTON 445 TAG--- , ft 3,{8"iNA 4 1/2 - BAR /" 145 T S/8'. 1 if`2" 3 1/4'�a4".:.30" Si UID CRODUND CLEAR HEATat&t , . ^ A-6056 WALL MOUNTING S/S T EHRiE$weCLEAR HE.Rt S/S NUT—.,,SrI12€rdEG-°^^t. BRACKET S S LOCK S/S LOCK 168 INVERNESS DRIVE WEST 33 2 3061-4 INSULATORS WASHER WASHER- C w ..m•....,_..„. _..„....�,.»..._"...r,. r.r?..rr` .r„r.r /' r,' ,✓,.r»r..a�rRsr .r.." ,` ,.... _ � SUITE SS NCLELflOU, D? ?%T S/S FLATS/S FLAT L::402-3 MiC.SiAEitNdED GSPfiER NED COPPE GRO SG GROUNNNG BAR B 5/6” iOGWER S S f AS/S FLATWA5r€IN 'HER r ✓ ✓ r r r �{rr 3 --(SEE NOTE 2) a ,..� ..__.._».�. =. 3 S/S SOLT ✓ DOUBLE NP (T OF 2) {1 F z~ CONNECTION00 Dr NOT 4 L C T INTERIOR €OR GROUND "" �,„✓�� t,/16" momma Si>AC33st; /' 1/16- MlNikdUAR SPAC3NG _ "DO NOT DISCONNECT' GROUNU � T DISCONNECT' TAG ON ALL GROUNDING TAG IN ALL GRt3UNfl4NG 4600 43tSTt4 SYRACUSE StREE.T j"y�, E BAR INTERCONNECTS SAES EOUAUZERSCTs SUITE 8 f AND E fZERa AND E%SUA%32EE2S DENVER, COLORADO 8O237 A P I LE NO SCALE NO SCALE PROJECT/PHASE NOI 129051/9602 �<� ,. �,� 2 OR 6 OR WITH GflE:EP DRA,.. SY° BCR (SEE TE 1) U CONDUCTOR NS GREEN, _2 Laa�uLAT1GN 13' 4, EXOTNER4daC WELD (2} TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CHECKED BYNCP ,.wBAR. ROUTE 00NDUCTORS TO BUIPED GROUND RING AND PRi1V;;DE PARALLEL EXOTHERMIC, 1/4-1 r rl n, WELD, RFDEL 2,03 13, 2. ALL GR0UND S L 0E STAMPED EN TO THE METAL "IF STOLEN 00 T RECk 0..E." THE TA,DE 2.0 GROUNIANG ON WALL, CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BErWEEN EACH SECTION FLOOR, OR ON ANTENNA, TOWER. AND LABEL EACH SECTION t"P", 'A'A "s WITH €" HIGH LETTERS, 1 T 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/E8" DIAMETER OR LARGER, ALL HARDWARE 48-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WtiH AN ANTI—OXIDANT .^-. _..� . _�... m.m. j {' COMPOUND BEFORE TING. 0GROUND _ .��... (D i 4. FOR GR UND BOND TO STEEL ONLY; INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND .�.........,..,�.. ..m___._ � O. 0 0 STEEL,. COAT ALL, SURF -ACES WITH AN ANI —OXIDANT COMPOUND BEFORE A ADNG. (EC) CELL REFERENCE GROUND (IF GaLLDCATED) (EC) INTERIOR GROUND RING (2 AWC ) 5, DO NOT ALL LE GRtsUNDSNu" KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR(EC) GENERATOR Rt (IF AVAILABLE) (2 AWG) (EC) EXTERNAL EARTH GROUNOINO FIELD 5 16, DOWN TO GROUNDING BUS. (FC.) TELCO GROUND BAR (#2 AWG) (BODIES GROUND RING) ((2) #2 AWG)~..... (CC) COMMERCIAL POWER COMMON (£C) METALLIC COLD WATER PIPE 6, NUT & WASHER SHALL BE PLACED ON THE FRENT SIDE OF THE GROUND BAR AND BIDLIED ON NEUTRAL/GROUNDING SONO (3/0) (IF AVAILABLE) (1/0 AWO) THE BACK SIDE INSTALL BLACK HEAT—SHAINKING, TUBE,, 600 VOLT tFISULATtON, ON ALL 0 Iaid%1116 I€ STRkTOM (EC) FIBER GROUND (2 AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) . GFtC}6iaditiNfi TERMINATIONS,. 'iHE INTENT IS TC? WEATHERPROOF THE COMPRESSION CONNECTION. RESP s HATE. DES ION (EC) POWER R REFERENCE GROUND(2 AWG) "`"'^—^"�^ ,2) . EXOTHERMIC CONNECTIONS TO ,�`---^^-.— 7, ALL GROUNDING PARTS AND EQUIPMENT TO BE, SUPPLIED D INSTALLED BY CONTRACTOR, (AT&T) RECTIFIER FRAMES E MADE WITH 2 AWG SOD SAME TINNED COPPER GROUNDING CONDUCTOR, B. THE CONTRACTOR SHALL. BE RESPONSIBLE F RISP PALLING ADDITIONAL GROUND As T EXOTHERMIC D TO BURIED � REQUIRED, PROV I 5€3 SPARE CONNECTION POINTS, GROUND#NO RING AND GROUNDING BAR (AT&T) AL1. ISOLATED ROUNDING REFERENCE 9, ENSURE. THE INIPE INSULACON TERMINNO IS WITHIN 1f6" OF THE BARREL (NO SHINERS). (AT&T) GROUND WINDOW BAR— NM` TALL1C CONDUIT SCH 40 0> TYPE (NMC) CONDUIT WITH STRAP WITHW TWO INCHES OF CONDUIT END R. PLE 0049852 P NO SALE 4 NO SCALE _? NO SCA .E a . 7f 6 A ONATION OF LAWFOP A,tN"t P£i3SUA$ ,W t A UC SS THEY ARE ACtOW U ER, �. TO ALTER THS DOCUMOlt �38TH & Yd,AiI s74% COL0144 a 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 L -- 2C & LT -- � BASE CONNECTON IESHEET TI'@' E] 2 DRUG N SHEET NUMBER - it NO E NO SCALE T NO SCALE EXOTHERMIC' CONNECTION PRCUECT/PHASE NO: 129051/9602 AS ANCHOR DOLT IN NCH FAC WEAL CONNECTION 2,01 ABV ABOVE INT INTERIOR AC ALTERNATING CURRENT LB(S) OUNO(S) CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ADDL ADDOKRAM, LF LINEAR FEET TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM "T AFF ABOVE FINISHED FLOOR LIE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE PAR MASONRY EXOTHERMIC WITH INSPECTION SLEEVE AGL ABOVE GROUND LEVEL MAX IMLKIMUM GROUNDING BAR AIC AMPERAGE INTERRUPTION CAPACITY MIS MACHINE BOLT ALUMINUM MECH MECHANICAL GROUND RODALUM ALT ALTERNATE REP MANUFACTURER TEST GROUND ROD WftH INSPECTION SLEEVE 04T ANT ANTENNA MGM MASTER GROUND BAR AP APPROX,',MKTE MIN MINIMUM SINGLE POLE SWITCH $ ARCH ARCHITECTURAL MISC MISCELLANEOUS ATE AUTOMATIC TRANSFER SWITCH TTL METAL DUPLEX RECEPTACLE AWG AMERICAN WINE GAUGE MIS MANUAL TRANSFER SWITCk BATT BATTERY" WN MICROWAVE BLDG BWLINNO NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE SIX BLOCK um NEWTON METERS BLKG BLOCIONG NO, NUMBER FLUORESCENT LIGHTING FIXTURE I F I sm BEAM # NUMBER (2) TWO LAMPS 48-T8 STC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SD ,SOF BOTTOM OF FOOTING GO ON -CENTER SMOKE DETECTION (DC) CAB CASINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CANT CANDLEVERED OPNO OPENING EMERGENCY LIGHTING (DC) CHC CHAROWG P/C PRECAST CONCRETE CLO CEILING PCs PERSONAL COMMQNKIATION SERVICES SECURITY LIGHT W/PHOTOCELL UTHONA ALVW Citi CLEAR LED- I -25A40O/51K-SR4-120-PE-DDl3TXD COL COLUMN ADD PRNARY CONTROL UNIT PRO PRIMARY RADIO CAS0,10 CHAIN LINK FENCE x x x x Comm COMMON IN, POLARIZING PRESERVING CO RO CONCRETE WOOD/WROUGHT IRON FENCE COHEIR CONSTRUCTION PSF POUNDS PER SQUARE FOOT PIS POUNDS PER SQUARE INCH WALL STRUCTURE DOL DOUBLE PT PRESSURE TREATED DIRECT CURRENT LEASE AREAGO PWR POWER CABINET DEPT DEPARTMENT CRY OUANTSY PROPERTY LINE (PL) OF DOUGLAS FIR RAD RADIUS DA DIAMETER SETBACKS RECT RECTIFIER ICE BRIDGE DIAG DIM DIAGONAL DMENSION REP REFERENCE DWG DRNICNG PONT REINFORCEMENT CABLE TRAY REQ'O REQUIRED OWL DOWEL WATER LINE IN w IN W W EA EACH BET REMOTE ELECTIDC TILT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY UNDERGROUND POWER UCP LICK — LOP LISP — UCP RMC RIGID METALLIC CONDUIT EL ELEVATION UNDERGROUND TELCO GOT UCS — UGT OCT — GOT ELEC ELECTRICAL RRH REMOTE RADIO HEAD EMT ELECTRICAL, METALLIC TUBING RRU REMOTE PADIO UNI OVERHEAD POWER ow-- OKP,-- Ow— OHP--- RWY RACEWAY END ENGINEER OVERHEAD 'TELCO ED EQUAL SON SCHEDULE SAN EXPANSION SHT SHEET UNDERGROUND TELCO/POWER LIGI/P -- UST/P — UOT/P — UG"r/pEAT S" SMART INTEGRATED ACCESS DEWCE EXTERIOR ABOVE GROUND POWER ACP — AGP` AGA AGP ASP OR EACH WAY sm SIMILAR FAB FABRICATION SPEC SPECIFICATION ABOVE GROUND TELCO AOT — ACT AST ACT ACT so SQUARE FF FINISH FLOOR ABOVE GROUND TELCO/POWER AGT/P — AGT/P AGT/P AGT/P FG FINISH GRADE SO STAINLESS STEEL FiF FACILITY INTERFACE FRAME SYR STANDARD WORKPOWT STL STEEL W.p. FIN FINISY(ED) TEMP TEMPORARY xx FUY FLOOR SECTION REFERENCE X_x FON FOUNDATION THK THICKNESS TMA TOWER MOUNTED AMPLIFIER DETAIL REFERENCE FOC, FOM FACE OF CONCRETE FACE Or MASONRY TO TOE NAIL. TOA TOP OF ANTENNA FOS FACE Of STUID FOW FACE OF WALL TOC TOP OF CURB TOE TOP OF FOUNDATION TO FINISH SURFACE TOP TOP OF PLATE (PARAPET) FT FOOT FTG FOOTING TOE TOP OF STEEL GA GAUGE TOW MR OF WALL GEN GCNERK,'OR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCB GROUND FAULT CIRCUR INTERRUPTER TYR TYPICAL CUR GLUE LAMINATED BEAM NO UNDERGROUND GCV GALVANIZED LIE UNDERWRITERS LABORATORY GPS GLOBAL POSMORING SYSTEM LING UNLESS NOTED OTHERWR;r UNITS UNWERSAL MOIRILE TELECOMMUNICATIONS SYSTEM ONO GROUND GSM GLOBAL SYSTEM FOR MOBLE UPS UNITERRUPPIKLE POWER SYSTEM (GO POWER PLANT) HOG HOT OWNED GALVANIZED 14F VERIFIED IN FIELD HDR HEADER IN WIDE HAP HARDER W/ WITH HVAC HEAT/VENTiUkDON/AlR CONDITIONING WD WOOD HT HEIGHT WP weATHERPfd OCf TGR NTERtOR GROUND RING WT WEIGHT Aj3jREV_lATlQ_N_a a t &t 288 INV`ERNESS ORNE WEST SUITE 400 ENGLEWOOD, GO 80112 4600 SOUTH SYRACUSE STREET SI ATE $00 DENVER, COLORADO 80237 00 00 C.) m IT I$ A VIVLATION OF LAW FOR ANY PQAAW, L04LUS THEY ARE ACTM UNM TRE VIRCTION OF A LCDMED MWFSS40MAL 04MISPI, TC ALTER THIS DOCUMENT 38TH & WADSWORTH m C 17530 WEST 38TH AVENU WHEAT RIDGE, CO 8003 LTE - 2C & LTE - 3C SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 PRCUECT/PHASE NO: 129051/9602 DRAAIN SY SOP CHECKED BY. OCR REDS: 2,01 00 00 C.) m IT I$ A VIVLATION OF LAW FOR ANY PQAAW, L04LUS THEY ARE ACTM UNM TRE VIRCTION OF A LCDMED MWFSS40MAL 04MISPI, TC ALTER THIS DOCUMENT 38TH & WADSWORTH m C 17530 WEST 38TH AVENU WHEAT RIDGE, CO 8003 LTE - 2C & LTE - 3C SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 1, FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: OVERLAND CONTRACTS NG RIC. (B&V) CONTRACTOR: (OONSTRUCTTON) OWNERS AT&T 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS, 3, GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HAtSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS, PRIOR To PROCEEDING WITH CONSTRUCTION, GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE CONDITIONS, DIMENSIONS, AND CONITRWING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN, ANY DISCREPANCIES SHALL BE REPORTED TO TKE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, 4, MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WIH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SlIALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORINNANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF *rY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF K. & ALL WORK CAARED OUT SHALL COMPLY W17H APPLICABLE MUMCPAL AND UTILITY COMPANY SPECIFICATONS IN ADDUCLN TO LOCAL JURAIDDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS, 6, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EOUPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS SHOWN ON THE DRAWINGS, 7, PLANS SHALL NOT BE SCALED, THESE PLAN'S ARE KITE 'ii TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO DOVISH SURFACES, UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE, a IS CRITICAL TO FIELD VERIFY ALL DIMENSIONS. SHOULD THERE BE ANY OUESPONS REGAR0114G THE PLAN, THE CONTRACTOR SHALL BE, RESPONSIBLE FOR OBTAINING A CLARIFICATION, FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DE INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOS DIMENSIONS OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED BY THE ENGINEER PRIOR TOPROCEEDING WITH WORK. B. THE CONTRACTOR SHALL INSTALL ALL EGUIPMENI AND MATERIALS TO ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWOSE, 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE WSTALLATKIN SPACE FOR APPROVAL, BY THE ENGINEER PRIOR TO PROCEEDING, 10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THESAFETY Of WORK AREA, 041ACENT AREAS, AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT, WORK SHALL CONFORM 70 ALL OSHA REQUIREMENTS AND THE LOICA JURISDICTION, ll. GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK ACTNICES WITH OTHER DISCIPLINES, 12, ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMS AND TRUE AS INDICATED ON THE DRAWINGS. 13, SEAV, PENETRATIONS THROUGH FIRE RATED AREAS, SMALL BE MADE WITH UL LISTED MATERIALS, APPROVED By THE LOCAL JURISDICTICAL CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF ALL DEBRIS DAILY, 14, AS-SUILT CONDITIONS ARE REPRESENTED By LIGHT SHADED LINES AND NOTES THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES, CONTRACTOR SHALL N07IFY THE GENERAL CONTRACTOR Or ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 15, CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER, 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16, THE CONTRACTOR SHALL, PROTECT:' EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND STRUCTURES DURING CONSTRUCTION OPERATIONS, ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE REPAIRED ATOONTRACTOR'S EXPENSE 70 THE SATISFACTION GF THE OWNER, 17, THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR IS ALSO, RESPONSIBLE FOR THE NOTIFICATION OF PER -TWO PGNUTY/VOLNY OWNERS, 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL, TRADES AND CONTRACTORS TO THE SITE ANO/OR BUILDING, 19, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE ECR SECURITY or THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION, 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WUH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES, AT ALL TIMES, 21< THE CONT 70R SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-klO-SSC LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS BEING PERFORMED DURING CONSTRUCTION, 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL PMES, AND WHERE RCOUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER, EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UPUMES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. TRAJAIRIG SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, 8) CONFINED SPACE. C) ELECTRICAL SAFETY, AND 0) TRENCHING & EXCAVATION, 23. ALL EXISTING INACTIVE SE R, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUtON OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT NTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER. AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES, 24, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED By THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABILIZED To PREVENT EROTCL)k 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION, EROSION CONTROL AND SEMME14T CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH ,FEDERAL AND/OR LOCAL JURISDICTIONS, 26, FILL OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND, FROZEN MATERIALS, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27, THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN SPACE, ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWASLE FILL OR OTHER MATERVIL, PRE -APPROVED BY THE LOCAL JURISDICTION, 2& ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER, 29, ALL BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CORSTRLCTION AND PRIOR TO PAYMENT, 30, CONTRACTOR SHALL SUBMIT A COMPLETE SEE OF AS --BUILT RESUMES To THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31, THE PROPOSED FACILITY WILL BE, UNMANNED, DOES NOT REQUHAE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (ND HANDICAP ACCESS REOLIREO). 32, OCCUPANCY IS UNITTED 70 PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER MONTH BY N'&T TECHNIC S. 33, NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED, 34. ALL MATERIAL SMALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REWSON AT&T MOBILITY GROUNDING STANDARD 'TECHNICAL SPE13FICATION FOR CONSTRUCTION OF GEN WIRELESS SITES" AND 'TECHANCAL SPECIFICATION FOR FACILITY GROUNDING', IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIRNS AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN, 35. CONTRACTORS SHALL BE, RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION, A CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY, 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS, 37.CONTRACTOR SHALL LEAVE PREMISES IN A. CLEAN CONDITION, 38, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS PROVIDES BY THE SITE OWNER, CONTRACTORS SHALL NOT" THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION, 39. WHITE STROBE LIGHTS ARE NOT PERMITTED, IF LIGHTING IS REQUIRED, IT SHALL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE CONTRACTOR SHALL 7:. ALL PER MANUFACTURER'S INSTRUCTIONS AND RCCOMMENDATIONS, ANIUM-moubaw 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TSA-22..2 OR APPLICABLE LOCAL CODES, 42, ALL STEEL MATERIALS SHALL BE GALVAN2ED AFTER FABRICATLON IN ACCORDANCE WITH ASTM A123 'VNC (HM-,OIP GALVANIZED) SWANS ON LRON AND STEEL PRODUCTS-, UNLESS NOTED OTHERWISE, 43, ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH PENA A153 -ZtNC-COANNO (HOT -DIP) ON IRON AND STEEL HARDWARE-, UNLESS NOTED OTHERWISE. 44, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVAN12ING IN ACCORDANCE WITH ASTM A780, 45, ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/CR DOUBLE NUTS, AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS, 46, CONTRACTOR SHALL INSTALL ANTENNA AND AS SATED GROUNDING PER MANUFACTURER'S RECOMMENDATIONS, 47. ALL UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL IRE COVER BY CONCEALOR CAP WITH PROPER WEATHER PROOFING OR BE TERMINATED WITH A 50 is LOAD, 48, PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMS, ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE FIFES, ANTENNA NTILTS SHALL BE WITHIN +/- 0,5 DEGREES AS DEFINED BY THE AFRO, REFER 70 ATT -002.- 290-210. 49, JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MOST TERMINATE TO OPPOSITE POLAWZAT*NS IN EACH SECTOR, 50, CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE Toft WF0RMATKJN 70 AT&T, 51. TOWER MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS Ali CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION, 52. ANTENNAS SHALL HAVE A 4'-0' MINIMUM CENTER -TO -CENTER HOIRZONTAL SEPARATION, 53, ALL RF CONNECTIKINS SHALL BE TIGHTENED By A TORQUE WRENCH, 54, A TONGUE MARY FORMING A CONTINUOUS STRAIGHT LINE IS TO BE MOE IN THE FOLLOWING APPLICATIONS: A. BE CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR 81 GROUNDING AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE SOL:% STARTING FROM 'THE THREADS TO THE SOLID SURFACE, DOUG SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA BRACKET METAL, 55, ALL SIR ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LS -FT (12 NIAL 56, ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LEI -FT (58 HK)L 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58, ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24A - 29,8 IAN), 59, ALL, N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LS -IN (1.7 - 2,3 NMI, 60 THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INCONDUITS OR INNS CT. W14EN UTILIZING A CABLE TRAY SYSTEM, PLACE FIBER OPTIC TRUNK CABLE INTO AN INTER -DUCT, A PARTITION EARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE ENTER -DUCT IN ORDER TO SEGREGATE CABLE TYPES, CAM FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS CARY (6) AX FEET AND SHALL BE SECURELY FASTENED TO THE CABLE TRAY SYSTEM. WRA 70 (NEC) ATRICUE 770 RULES SHALL APPLY, 61, TYPE TC -FR CABLES SMALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) FEET, WHERE TYPE 70 -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSLOON BETWEEN CONDUITS OR CABLE TRAYS THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEALER. A TRANSITION DISTACE EXCEEDING (6) FEET REOLARES CONTINUOUS SUPPORTING, VERA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY, 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE. 300 RULES SRkLL APPLY. 63, TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE. CONTRACTOR SKUL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS, 64, CONTRACTOR SHALL VERIFY THAT THE DOWNTILT Of EACH ANTENNA IS WITHIN +/ 0,5 DEGREES OF SPEICIFTCAPON WITH AN OCL APPROVED DIGITAL LEVEL, 65, CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO LASTEST REVISION OF THE 'ANTENNA SYSTEM LABELING STARBOARD/" 66. ALL COAXIAL CABLE SHALL BE SECURED 70 THE DESIGNED SUPPORT STRUCTURE IN AN APPROVED MANNER, NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS, 67, COAXIAL CABLE SHALL BE SECURED TO THE DICOGNATED SUPPORT STRUCTURE(S) PER mANUFACTURER'S SPECIFICATIONS, 68, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TmAS, IOPLEXERS, COAX CONFIGURATION, MAKES, AND MODELS PRIOR TO iNSTALLATION. 69. ALL CONNECTIONS FOR HANGERS. SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS, TO CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CAKE DISUGSUPON/ROUPNG. 71, AFTER INSTALLATION ANO FINAL CORRECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CoNNECTONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE BUTYL TAPE SHALL HAVE A MINIMUM OF ONE - F TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES, WEATHERPROOFING SHALL BE SMOOTH WITHOUT SUCKLING, BUTYL BLEEDING �S NOT ALLOWED, SELF BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT -002-290-041, SECTION T 72, IF REOURRED TO PAINT ANTENNAS AND/OR CDAX. A. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD, C, FOR REGULATED TOWERS, PVV`FCC APPROVED SAINT IS REOULRCD. D. DO NOT PANT OVER COLOR CODING, OR ON EQUIPMENT MODEL NUMBERS, 73, ALL CABLES SHALL, BEGROU14DED WPM COAXIAL CABLE GROUND KITS, AT THE FOLLOWING LOCATIONS PER MANUFACTUREN'S RECOMMENDANONS: A, THE ANTENNA LEVEL, 8, THE MID LEVEL, TOWERS WHICH ARE MR 200'-0', ADDITIONAL CABLE GROUNINNG REQUIRED, C, BASE OF TOWER PRIOR TO TURN04 HORIZONTAL, D OUTSIDE THE EQUIPMENT SHELTER AT ENTRY FORT, 74, ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'--0' T -BOOM SECTOR ANTENNA MOUNT INCLUDING ,ALL HARDWARE, IF APPLICABLE. V at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 8DI12 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 ll a IS 'A 140LASION OF LAW HAA AMY PIAWN UNLESS THEY ARE ACTNO HUM 1'H£ DRECTION OF A LCEWD PROFESSIONAL DIGINUIL TO ALTER 'THIS WCUMEUT, 38TH & WADSWORTH COL01445 7530 WEST 38TH AVENUE1 WHEAT RIDGE, CO 80033 LTE 2C & LTE - 3C SHEET TITLE GENERAL CONSTRUCTION NOTES SHE6 Nb4iiR"'" GN -2 PROJECT/PHASE NCL 129051/9602 DRAWN Bf� BCP CHECKED BY; HOP REDS. 2.01 TJX, 2.0 ll a IS 'A 140LASION OF LAW HAA AMY PIAWN UNLESS THEY ARE ACTNO HUM 1'H£ DRECTION OF A LCEWD PROFESSIONAL DIGINUIL TO ALTER 'THIS WCUMEUT, 38TH & WADSWORTH COL01445 7530 WEST 38TH AVENUE1 WHEAT RIDGE, CO 80033 LTE 2C & LTE - 3C SHEET TITLE GENERAL CONSTRUCTION NOTES SHE6 Nb4iiR"'" GN -2 _QLNERAL-211E —WORK AND-DRAINAgLAO-M CONTRACTOR $HALL PROADE CLEARING, GRUBBING, STRIPPOiG, EROSION CONTROL, SURVEYLAYOUT, SUBGRADE PREPARATION, AND FINISH GRADING AS ACQUIRED 70 COMPLETE 1€^E PROPOSED WORK SHOWN IN THESE PLANS, 1,1 REFERENCES: A, DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTAN,L CURRENT EDITION) EL ASTIR (AMIDACAN SOMETY FOR TESTING AND MATERALS) C. OSHA (OCCUPArbiON SAFETY AND HEALTH ADMINISTRATION) 1,2 INSPECTION AND IESNNG. A, FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERF MED BY AN INDEPENDENT TESTING LAS, THIS WORK SHALL BE COORDINATED BY THE SUBCONTRACTOR, B. ALL WORK SHALL BE NSPECTED AND RELEASEO BY THE GENERAL CONTRACTOR, THE INSPECTIONS SMALL BE CARRIED OUT WITH SPECWK� CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED APD/OR CALLED FOR ON THE PLAN, rT IS THE SUBCONTRACTOR'S RESPONS48R."Y TO REQUEST THE REQUIRED INSPECTIONS PRIOR TO PROCECDING WITH FURTHER WORK THAT WOULD MAKE PARTS Or WORK 0ACC ESSflBLE OR DIFFICULT TO INSPECT. t3 SITE MAINTENANCE AND PROTECTIOW X PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. S AVOID DAMAGE TO THE SITE AND TO EXISTING FAGS EINES, STRUCTURES, TREES, AND SHRUBS DEsIDNATED TO REMAIN, TAKE PROTECTIVE MEASURES TO PREVENT DMAAGED TO EXISTING FACILITIES THAT ARE NOT DESIGNATED, FOR MONPICATION OR REMOVAL C. KEEP SITE FREE OF MOANING WATER, D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE 001 AND EPA REQUIREMENTS, E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SKINS, AND SIMILAR DEVICE X NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK, F. 00 NOT NTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY VIII SERVICES HAVE BEEN PROVIDED, I. NOTICE TO ENGINEER SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRAYS TO OUTAGE, PABl_l_=_kaQm= 2,1 SUITABLE BACKFILL: ASTM D2321 (CLASS 1, $1, 111 OR WA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARDER THAN THREE (3) INCHES IN ANY DIMENSION, 2,2 NON -POROUS GIAR EMBANKMENT AND BACKFILL: ASTM 02321 (CLASS III, NA OR NIN COARSE AGGRECATE, FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN ANY DIMENSION, 2,3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTIR 02321 (CLASS A. $ OR II) COARSE AGGREGATF FREE FROM FROZEN LUMPS, REFUSE, STOVES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, OR OTHER MATERIAL THAT MAY MAKE THE dNORGANIC MATERIAL UNSUITABLE FOR BACKFILL 2,4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95, FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL IS REQUIRED. 2,5 GRANULAR SEEKING AND TRENCH SACKFTLL WELL -GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM 02487 (CLASSIFIED AS SE OR SW -SM SOKS), 2,6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM To ASTIR DER40, 2,7 UNSUITABLE MATERAU HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45), MINERAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED MTUVINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES 04 DIAMETER, AND DEBRIS, THESE VALL BE SOILS CLASSIFIED BY ASTM AS PT, MIL CH, CAL ML, AND OL, 2,8 GEOTEXTILE FABRIC, MONVI 50OX OR APPROVED EQUIVALENT 2,9 PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE. FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, SIX (6) INCHES WIDE WITH A MINIMUM THICKNESS OF 0,004* TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 M W BOTH EARECTIONS; AND MANUFACTURED WTH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN SUFNED UP TO 3 FEET DEEP, THE METALLIC CORE OF 7HE TAPE SHALL BE ENCASED IN A P40TECTNE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT a FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECT RtC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES, 3.1 GENERAL; A. BEFORE STARTING GENERAL S17E PREPARATION ACTAIDES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THWOR E K EAS BE CONSTRUCTED AND MIXFOARIED IN SUCH CONDITION THAT IN THE EVENT OF A RAIN EVENT, THE ONE CAN PROPERLY D AT ANY TIME, B. PMOR TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTARLEN AND MAINTAIN ALL LINES, GRADES, ELEVATIONS, AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK, C, CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE, REMOVE TREES, BRUSH, MMPS, RUBBISH, OTHER DEBRIS. AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE GROUND SURFACE, 1. REMOVE THE FOLLOWING MKrERXS TO A DEPTH OF No LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE. ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK, OR PLOW THE AREA To A DEPTH OF NO LESS THAN 6 INCHES. AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM DEPTH OF ROOTS AND OTHER DEBRIS, 2, REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL, AVOID VINING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. 3, EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS IRRIGATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING, AND DEMOLFUDN WORK COMPLETELY WITH SUITABLE FILL, D, ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERADONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AN AUTHORIZED LANOFILL. BURNING Of DCORIS WILL NOT BE PERMITTED, E, PRIOR TO EXCAVATING. THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT NIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION, NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE PLANS, F. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SMALL BE INSPOSED OF OFF-SiTE iN A LEGAL MANNER, NES029M A. AFTER COMPLETING CONSTRUCTION OF A STRUCTURE, INCLUDING EXPIRATON OF THE SPECIIED MINIMUM CURING PERIOD FOR CAST -114 -PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FLURRIES GRADE, 1, PROP TO PLACING KRU. AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS, 2. SACKFft.L BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN $-INCHES LOOSE THICKNESS, WHERE RAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED N LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH. 3. IF THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNKAL ENG4NEER, THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS SICKING AND DRYING, ADDING WATER, OR INCREASING THE rOMPACGVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS, S. THOROUGHLY COMPACT EACH LAYER Of' BACKFILL TO A MIMMUM Of 95 PERCENT OF THE MAXIMUM DRY DENEIRY AS PROINDED BY TPE STANDARD PROCTOR TEST, ASTM D698, A. UDLITY TRENCHES SMALL BE EXCAVATED AT LOCATIONS,. DEPTHS, AND WIDTHS St�,OWN ON PLAN, OR AS DIRECTED BY THE GENERAL CONTRACTOR, EXCAVATION CONTRACTER SMALL PROIAOS SP LNG, SHEETING, AND ORACHiG AS REQUIRED TO PREVENT CAVING OR SLOUCHING OF THE TRENCH WALLS. B. THE TRENCH WIDTH SHALL EXTEND A MINIMUM Of 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. 3,4 TRENCH SACKFKL: A NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACAIRLUNG, 8, PROVIDE GRANULAR SEDINNO MATERIAL IN ACCORDANCE WITH THE PLAN AND THE UTILITY REQUIREMENTS, C_ CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. KFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING, D. PLACE GRANULAR TRENCH BACKILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6 --INCH UNCOMPACTED LIFTS AND TO 12 INCHES EVER THE CONSISTS. SOLIDLY RAM AND TAMP SACKFILL INTO SPACE AROUND CONDUITS, E. PROTECT CONDUff FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED 1,00,01NO F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT THE BACKFILL MATERIAL IN MAXIMUM S -INCH THICK LOOSE Li .Y TO RESTORE THE REQUIRED FINISHED SURFACE CRAGS, G, COMPACT THE TRENCH KFILL A MINIMUM OF 95 PERCENT OF' THE MAMMON DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM 0898, 3.5 AGGREGATE ACCESS ROAD, A. CLEAR, GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAW SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-R.OLL., ALL HOLES. RUTS, SOFT PLACES. AND OTHER DEFECTS SHAvl BE CORRECTED, 8 THE SUBGRADE OF THE DISTURBED AREA SHALL, BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MOMFIED, PROCTOR TEST, ASTM DIS57. C, AFTER PREPARATION OF THE ROAD SUI RADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (WRAFI 5004) AT LOCATIONS INDICATED ON THE PLAN BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG, THE ROADWAY, THE CAS$SC SMALL NOT BE SNAGGED ACROSS THE SU E.. PLINCE THE ENTIRE ROLL KI A SINGLE OPFRAMON AND ROLL IT OUT ASSMOOTHLY AS POSSIBLE, t GEOTEXTILE FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG THE CENTERUNE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE MOTH (I,C WOHR$ THE SHOULDER WIDTH) ONLY, NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERUNE AND THE SHOULDER, PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET` WIDE, 2, TRANSVERSE (PERPENDICULAR TO THE ROADWAY GEOTEXSLE FABRIC OVERLAPS AT THE END OF A NOLL SHALL OVER €,I THE' DIRECOOt 2 AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL ON TOP Or THE NEW ROLL, AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET, 3, ALL GEOTEXPLE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR, NALLS A 4X04MUM OF 10 INCHES LONG TO INSURE PROPER POSIUONOKI DURING PLACEMENT OF AGGREGATE, PIN LONGITUDINAL SEAMS AT A MINIMUM OF 25 -FOOT 6RALS AND TRANSVERSE SEAMS AT A MINIMUM OF 5 -FOOT INTERVALS, D. THE AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE, THAN 4 INCHES (COMPACTED) IN THAC(NESS, AGGREGATE TO BE PLACED ON GEOTEXTILE HIRING SHALL BE END -DUMPED ON THE FABRIC FROM THE FREE END Of THE FABRIC OR OVER PREVIOUSLY PLACED 13 E. THE AGGREGATE S BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM 01557, A TAMPING ROLLER, PNEUMAOC-DRED ROLLER, OR `VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR COMPACTION PROCEDURES, THE TOP LAYER SHALL BE MEN A FINAL ROLLING WITH A THREE -WHEEL OR TANDEM ROLLER. manumuslEm= A, PERFORM ALL GRADING TO P POISONS DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LINKS OF CONSTRUCTION, GRADING SMALL PROPERLY BLEND WITH SURROUNDING TOPOGRAPHY AND STRUCTURES 8, IF DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTILIZE FILL MATERIAL RESULTING FROM EXCAVATION FOR THE CONSTRUCTION OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS, C, ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES Or, 1/2- - 3/4- CRUSHED STONE ON IF APPLICABLE, TOP OF SOIL STABILIZER FABRIC, 0 REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL. CONDITION, 17 ASPHALT PAVING, SHALL BE PERFORMED PER COLORADO DEPARTMENT Of TRANSPORTATION (CDOT), DIVISION 400 - CDOT PAVEMENT' STANDARDS AND SPECIFICATIONS, 188 L14VERNESS ERNE WEST SURE 400 ENGLEWOOD, CO 80112 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 60237 EPROJECT/PHASE NCI. 129051/9602 DRAWN BY. BOB CHECKED BY: ROD RFDSL 2.01 TAM, 2.0 a m 9 AS A VIOLATION OF LAW PAR ANY PERSOR, UIAM ININ'AAE ACTWO UNDER THE 0003044 Of A LOOKED PROFESSIONAL, VALKILML, TO WER THIS DOCUMENT, 38TH & WADSWORull TH COL014SII 45 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 LTE — 2C & LTE — xr SHEET TITLE GENERAL SITE WORK ANE61, DRAINAGE NOTES _-.11-11111 SHEET NUMBER GN -3 F .RAJL—C9N9RFjE�IINI,—AQRK—N-0TU LI SCOPE A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST -Ii PLACE CONCRETE, FINISHING, CURING, AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS, 1.2 REFERENCES: A- A0 (AMERICAN CONCRETE INSTITUTE) I, AM 301 SPECtFICATION FOR STRUCTURAL OCINCRETE FOR BUILDINGS. 2, A0 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE, 1 ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING, 4, ACI 306 RECOMMENDED PRACTCE FOR COLD WEATHER CONCRETING, S. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING, C ACI 309 STANDARD PRACIRCE FOR CONSOLOATION OF CONCRETE, 7. ACT 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 8, ALI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. 8, THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE REFERENCED IN THE ACI STANEARDS AND ARE A PART OF THIS SPECIFICATION, CA REINFORCING IAATERALS, B. REINFORCING BARS: ASTM AOIS, GRADE 60, PROPOSED DEFORMED SILLET-STEEL BARS, PLAIN UNTSM. C, CONTRACTOR SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS ASSURED FOR SUPPORT OF REINFORCING STEEL AND WAR FABRIC, 2,2 CONCRETE MATERIALS: A. PORTLAND CEMENT SHALL BE TYPE 0, CONFORMING, TO ASTM C-150. EL AGGREGATE SHALL CONFORM TO ASTM C-33, t FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP, AND WASHED NATURAL OR CRUSHED SAND, FREE FROM ORGANIC IMPURITIES, 2, COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CON!DSTING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS, 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-33 ORADAUON SIZE NO. 67, C WATER USED IN CONCRETE MIX SMALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUCAR, VEGETABLE, OR OTHER DELETARIOUS SUBSTANCES, D. THE CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE COMPLYING VATH THE REQUIREMENTS OF AStM C-260 AND ACI 212, IR AND A WATER -REDUCING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTV C-494 AND ACI 2121R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN LIQUID SOLUTION, THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED, ADMIXTURES SHALL BE OF THE SAME MANUFACTURER 70 ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE, 1, W.R. GRACE 2,SIKA CORPORATION 3, MASTER BUILDERS 4, EUCLID CHEMICAL COMPANY E. CURING COMPOUND SHALL CONFORM TO ASTM CEDR, TYPE 4 K% CLASS A AND 8, AND ASTM C171 AS APPLICABLE. 2.3 CONCRETE MIk k PROPORTION CONCRETE MIX IN ACCORDANCE WITH REOuREMENTS OF AC, 301THE STRENGTH OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS, WHERE STRENGTH IS NOT CLEARLY INDICATES, CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI SHALL BE USED, 8, THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF DISCHARGE, MIXES OF THE STIFFEST CONSIStENCY THAT CAN BE EFFICIENTLY PLACED SHALL BE USED, C, ALL CONCRETE SHALL RAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED MR. D. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER -REDUCING AGENT, 31 GENERAL; A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. IF COLD -WEATHER CONCRETING SKAILL BE IN ACCORDANCE WITH AC9 306. C. HOT -WEATHER CONCRETING SMALL BE IN ACCORDANCE WITH ACI 305. 12 INSERT, EMBEDDED COMPONENTS, AND OPENINGS A CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL STRUCTURAL, AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS 10 BE INCORPORATED INTO THE CONCRETE WORK, S. COORDINATE THE WORK OF OTHER SECTION IN FORNONG AND SETTING OPENINGS, RECESSED, SLOTS, CHASES, ANCHORS, INSERTS, AND OTHER ITEMS TO BE EMBEDDED. C EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBINESS, LOCATED AND MEASURED FROM ESTABLISHED SURVEYED REFERENCE BENCHMARKS, D, EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE, IN A MANNER To PREVENT MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION, COM PONENGS POINWRE; A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHOINNO INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT, 3,3 REINFORCEMENT PLACEMENT: A. PLACE REINFORCEMENT ACCORDING TO CONSTRUCTION PLAN SET DRAWINGS AND IN ACCORDANCE WITH ACI 301 AND ACI 318, B. ACCURATELY POSTDON, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIOATIOIL SUPPORT RIONFORCING ON METAL CHAINS, RUNNERS, BOLSTERS, SPACERS AND HANGERS, C, SPLICES OF REINFORCING BARS SHALL BE CLASS 9 UNLESS SPECIFIED OINEIDIPSE ON THE DRAVANGS. SPLICES SHALL BE STAGGERED AND FULL DEVELOPMENT LENGTH SHALL BE PROVIDED ACROSS JOINTS, D. LOCATE REINIFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAIGNGS, MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318, E, WELDING OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BASS, IS STRICTLY PROHIBITED 14 CONCRETE PLACEMENT¢ A. PRIOR TOPLACING CONCRETE, THE FORMS AND REINFORCEMENT SMALL BETHOROUGHLY INSPECTED, ALL TEMPORARY SPACING, TIES, AND CLEATS REMOVED; ALL OPENNGS FOR UTILITIES PROPERLY SOXEE% ALL FORMS PROPERLY SECURED IN THEIR CORRECT POSION AND MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHAU, BE CLEARED OFF AND ALI. STAND04G WATER AND OTHER FOREIGN MATERIAL REMOVED, 8, CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND AGC 304 AND SHALL BE PLACED AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH CONCRETE. CONCRETE PLACEMENT, ONCE STARTED, SHAUL BE CARRIED ON ASA CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED, COLD JOINTS ARE NOT ALLOWED UNLESS PRE -APPROVED By ENGINEER, C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, RODD04G, OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH AID WA THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORMS SO AS 70 ELIMINATE ALL AIR POCKETS PRO VOIDS. A, FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302A SECTION 7,2 AND SHALL NCLUDE A MiMMUM OF THREE TROWELINGS, #4 ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH TOLERANCE AS MEASURED SHALL RAVE AN OVERALL TEST NUMBER FOR FLATNESS OF F!- 20 AND IT 15, THE MINNUM LOCAL NUMBER FOR FLATNESS, Ff- 15 AND F1.10, B, SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER, C. ABOVE GRADE WALL SURFACES SHAUL HAVE A SWOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF A0 30'1, A, FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT AND COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM. MOISTURE LOSS AT A RELATWELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRA OF THE CEM CNT AND PROPER CURING OF THE CONCRETE. B. C014CRETE SHALL BE. KEPT CONTINUOUSLY MOIST AT LEAST CARYNCHT, MMEMATELY FOLLOWING THE IE RAIL CURING. BEFORE THE CONCRETE HAS DRIED, ADDITIONAL CUR114G SMALL BE ACCOMPLISHED By ONE OF THE FOLLOWWG MATERIALS OR METHODS: t PONDING OR CONTiNUOUS SPRINKUNC, 2. ABSORPTIVE M47 OR FABRIC KEPT CONTINUOUSLY WET, 3, NON-ABSORPTIVE FILM (POLYETHYLENE) LIVER PREVIOUSLY SPRINKLED SURFACE. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET, 5, CONTINLOUS STEAM (NOT EXCEEDING 150 DEGREES FAHRENHEIT OR VAPOR MIST BATA, 6, CURING COMPOUND APPLIED IN TWO COATS, SPRAYED LN PERPENDICULAR DIRECTION C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULAJIVE NUMBER OF DAYS OR FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE MR IN CONTACT WITH CONCRETE IS ABOVE 50 DEGREES' FAHRENHEIT HAS TOTALED SEVEN (7) DAYS, CONCRETE SHALL NOT BE PERM117ED TO FREEZE DORM THE CURING PERIOD, RAF11) DRYING AT THE END OF THE CURING PERIOD SHALL BE PREVENTED. at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO St 12 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 m IT )S A VIOLMICK OF LAW FCA A'A' PERSCN, LAMM INV ARE ACTING MAKER THE SPECTOR CRA LXXNSED PROPESNOW ENGNMER, TV ALTER THIS DOCUMENT, 3lel H8TH & WADSWORTH COL01445 7530 WEST 38TH AVENUE, WHEAT RIDGE, CO 80033 LTE 2C & LTE — 3C SHEET NUMBER ISI GN -4 PROIJECT/PIHASE,=NO�=129051/�916102 DRAWN 81Y.' MCA MCP CHECKED BY: NCR RFDS: 2,01 �2O m IT )S A VIOLMICK OF LAW FCA A'A' PERSCN, LAMM INV ARE ACTING MAKER THE SPECTOR CRA LXXNSED PROPESNOW ENGNMER, TV ALTER THIS DOCUMENT, 3lel H8TH & WADSWORTH COL01445 7530 WEST 38TH AVENUE, WHEAT RIDGE, CO 80033 LTE 2C & LTE — 3C SHEET NUMBER ISI GN -4 �LR_QUYRAL_UX_Ej__N0jU 3. WELDED CONSTRUCTION SIAll COMPLY WITH ARE LD1.i FOR PROCEDURES, APPEARANCE, QUALITY OF ,AL WELD, AND METHODS USED IN CORRECTING WEDDED WORK. T._„„ ......: 4, THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR F17 -UP OF WELDED 1.3 SLOPE• A PROVIDE FABRICATION AND ERECTION OF STRU :: RAY.. STEEL. AND OTHER ELEMENTS AS SHOWN ON THE CONAIECTKNVS. 5, DOUBLE ANGLE MEMBERS SHALL HAW. WELDED FILLERS SPACED IN ACCORDANCE MYTH CHAPTER E4 a' t &t DRAWINGS OR REQUIRED BY OTHER SECTIONS Of THESE SPE IFICAT INS> OF THE ADC --ASCI SPECIF TION,a $`A, 1.2 REFEREES: 9, GUSSET AND STIFFENER PLATES SHAALL BE 3/6 TfiSY K M9NtMUM. Nx A. AMERICAN INSTITUTE OF STEEL. CONSTRUCTION (WEE), MONUAL OF STEEL CONSTRUCTION, ALLOWABLE 3.2 PRIMING,, STRESS DESIGN (ASD). A. STRUCTURAL STEEL ':#. BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE 188 #VVERdESS, DRIVE WEST B AMERICAN SOCIETY FOR TESDNG AND MATERALS (ASTM), DRAWINGS, SUITE 4 ENC>CEit�SUITE 40 ?Rt2 ASTM ASS: STRi1G'STEEL, STEL TM A53. PIPE, 3. CK AND HOT DIPPED, ZINC -COATED ±*tES;..iiEtk AND SEAMLESS. B STRUCTURAL STEEL SURFACE PREPARATION SHALL IRM TO SSPC-SPC "'POWER T CLEANING." ASTM AIDS: STEEL BARS, CARBON, COLD FINISHED, STANDARD DUALITY, ASTM A121 ZINC (HOT-DIPPEOGALVANIZED) COATING ON RON AND STEL PRODUCTS. C. SURFACE PREPARATION D PRIMER SHALL DE IN ACCORDANCE WITH ASC CODE OF STANDARD PRACTICE A5TM A307; CARBON STEEL BOLTS AND STUD, 6O> P,S,I. TENSILE STRENGTH. Al THE ASD MANs,I OF STEE:.L. CONSTRUCTION. ASTM A325: HICH-STIRENGTH BOLT FOR STRUCTURAL STEEL JOINTS. ASTM A490. HEAT-TREATED,STRUCTURAL STEEL BOLTS, 350 (RED (1035MPA) TENSILE STRENGTH, YD. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIREi FOR USE, 1FACTU2ER"S PCT BlFE REQUIREMENTS REidEN75 ASTM . COLD -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN NDS SHALL BE STRICTLY Aik4^4ElTCTO, AND SHAPES, ASTM CARBON AND ALLOY STEEL NUTS, E PRN" SHALL, BE APPLIED TO DRY, CLEAN, PREPARED SURFACE A UNDER FAVORABLE CONDITIONS Std OF EhiG MECHANICALLY GDEPQSPPEt? ON MR .AND STEEL. ASTM 8685. HARDENED ASTM F436: HARCDENED STEEL WASHERS. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, P#tiMfPiG SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS CESS THAN 50 DEGREES ASTM F959:. COM ESSRBLE"WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FAHRENHIDT, THE RELATIVE HUMIDITY IS MORE THAN SLD PERCENT, THE SURFACE TEMPERATURE IS FASTENERS, LESS THAN 5 DEGREES FAHRENHEIT ABOVE THE D.... POINT'. C. AMERICAN WELDING SOCIETY (AWS)» F, GENERALLY LY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALT. BE LIMITED 4600 SOUTH SYRACUSE STREET AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN, SUITE BCCI ANIS AS,S' LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES.RUNS, AND DIASTRUCTURALWELDING CODE -STEEL G. PRIMER SHALL IUNIFORMLY APPLIEDWITHOUT SAGS, SOLVENT BLISTERS, SPRAY, ND DENVER, COLORADO 80237 OTHER BLEMISHES ALL BLEMISHES OTHERIRREGULARITIES SHALL BE REPAIRD OR REM AND D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSQ} "SPECIFICATIONS FOR STRUCTURAL JOINTS THE. ,AREA RE -COATED, SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES,NOLT HEADS, LISING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY AISC, CORNERS, EDGES, ETC., TO OBTAIN THE REOURED NOMMIS, FILM THICKNESS H. DRY CHT FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILLIMETERS PROJECT/PHASE NOd 12905$/9602 E STEEL STRUCTURES PAINTING COUNCIL (SSPC)L Sri »-SP3: POSER TOOL CLEANING. PF THE PRIMER ES DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP SSPC:-PAINT t?: RED IRON OXIDE, ZINC CHROME, PAW LINSEED OIL OR ALKYD PAINT. AND REPAIRED, THE TOUCHUP PAINT $HALL BE COMPATIBLE WITH THE PREVIOUS APPLIED PRIMER COAT DRAWN IEU BCP WITH MINIMUM FURY FILM THICKNESS OF L5 MILLIMETERS. 1.3 SUBMST":ACS: CHECKED (M !$CP 3.3 INSTALIATICAL A. SUBMIT THE FOLCd? TNG FOR APPRt}VA#..;. REM 2,01 A. INSTALLATION OF STRUCTU STEEL. COMPLY WITH ADD "C CP STANDARD PRACTICE,' 1, FABRICATION D ERECTION DRAWINGS SHOWING ALL DETAILS. CONNECTIONS, MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS, 8, STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC T,LD, 2,0 B. WELDERS SHALL, BE QUALIFIED AS PRESCRIBED IN ANS CIA, PROCESS, WELDED CONSTRUCTION METHODS SHALL COMPLY WITH AWS CIA, `. C, PROVIDE H BOLTS AND OTHER CONNECT REQUIRED FOR SECURING STRUCTURALSTEEL TO .�. ,.. ......„...„,.,,..,. _.�.....>..,�..... SE,G, .e5 . �•PROVIDE SO WALLS AND TO OT W -PLACE WORK, P DE TEMPLASES AND OTHER CE:s NECE "SA€iY' .1 STRUCTURAL STEEL: FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. .•.,. ..._, A. SHARES, PLATES, AND BARS SHALL, CONFORM T€3 ASTM A36. O. SPLICE MEMBERS ONLY WHERE 04DICATED ON THE: DRAWINGS.. B STRUCTURAL TLt@ANG SHALL CONFORM TO ASTM O, GRADE B, EL PIPE SHALL CONFIRM TC ASTM E, PROVIDE TEMP SHORI BRACKI WASE CONNECTIONS TIONS € F SUFFICIENT STRENGTH TQ BEAR IMPOSED LOADS. REMOVE, TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE ATR TYPE E 5, GFAQE B. 0 THE FINAL CONNECTIONS HAVE BEEN "BE, 2.2 ANCHOR BOLTS: F. BEFORE ASSEMBLY AUGN AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS, PERMANENT CONTACT, BEFORE ASSEMBLY, � ax,Faad3FIMAIED FOR sTTs1Uc•Txtra 2.3 BOLTS:. , AS A MINIMUM, HIGH-STRENOTH BOLTS, SHALL BE TIGHTENED TO A SNUG -TIGHT" CONDITION AS REY DATE DESCRIPPOR DEFINED IN THE LATEST ATSC SPECEFICATIONS ALL HIGh-STRENOTH BOLTS SPECFiED ON THE SESSION A. COMMON (MACH INE) BOLTS SHALL CONFORM TO ASTM A307 GRAVE A AND NUTS TO ASTM X563, ONE DRAWINGS TO BE USED IN PRETENSIONED OR SUP. -CRITICAL, JOINTS SHALL BE TIGHTENED TO A BOLT COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NST. AND A HARDENED WASHER, TENSION NOT L SPECIFIED W RISC TABLE all, INSTALLATION SHALL BE BY OF THE FOLLOWING MFTHODS� TURN -OF NOT METHOD, A DIRECT -TENSION -IND VITOR, TWIST -OFF -TYPE ' B. HIGH' -STRENGTH BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH, STRENGTH HOLT ASSEMBLY SHALL TENSION -CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. CONSIST Of A HEAVY HEX STRUCTURAL BOLT, A HEAVY REX NUT, AND A HARDENED WASHER ... �....... "F,• CONFORMING TO ASTM F436, THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING; NOTED THE «'p,1'� . ,p °> i UNLESS OTHERWISE ON DRAWINGS, ALL CONNECTIONS SHALL BE 8EARfNG TYPE CONNECTIONS, v 2A WELDING ELECTRODE& A.WELDING ELECTRODES SHALL COMPLY WITH AIRS DIA USING A5.1 OR AS.$ E70XX AND SHALE. BE COMPATIBLE WITH THE WELENNG PROCESS SELECTED, py d p y� y p." .tibA"t9852: 2,5 PRIMER; A ��*a •° 1 , A, PRIMER SHALL. BE REQ OXIDE -CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO, It /w�q.+rrYP•�ph - ., 3. t FABRICATION: 01>11112,076 7 A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. ISTION era" LAW FOR .Attu PERSON, t, FABRICATE ITEMS O8 STRUCTURAL STEEL !3d ACC:iJR CE WITH THE AISC-ASD SPECIFICATIONS, AND ARE A THE CT E-A . E E , R. As:.. 7NN N"i. AS INDICATED ON THE APPROVED EO SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM., 38TH & WADSWORTH 3, PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO BNTEN@ED LOCATION, COL01445 4.FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL. EXPEDITE ERECTION AND MINIMIZE FMLD 7530 WEST 38TH AVENUE HANDLING OF MATERALS, WHEAT RIDGE, CO 80033 5, WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, LTE — 2C & LT — 3 BEFORE START Of FINISHING OPERATIONS, 6, THE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE', SHALL BE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS, SHEAF TITLE B.PROVIDE CONNECNONS AS SPECIFIED HEREIN: t. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLERON OF FIELD ERECTION, USE 3I4" DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE, 2.INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SP€ NFICATION FOR STRUCTURALSHa<::FT Fi41MF3ER JOINTS USING ASTM A325 OR ASTM A490 BOLTS,' 12, PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATKINS TO ALLOW FOR RACEWAYS AND CAZES 0, CHEMICAL, ELECTROLYTIC GROUNDING SYSTEIA TO FIC ROUTED THROUGH THE BUILDING, DO ACT PENETRATE STRUCTURAL MEMBERS, SLEEVES _QjNERAk_jU_CTRtQ_ALjjQT_Ea AND/OR PENLTRAGORS IN nRE RATED CONSTRUCMON SHALL BE EFFECTIVELY SEALED WITH PRF ML_t_=_avf.BAL 1, WSTALL CHEMICAL GROUNDING AS RESUMED. 'THE SYSTEM SHALL BE ELECTROLYDC MAINTENANCE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE, RRE STOPIS FREE ELECTRODE CONSISTING OF RODS WITH A MIMMUM #2 AWG CU C-)IOTHERMALLY WELDED PROWL, AT FLOOR PENETRATIONS SHALL BE INSTALLED TO PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND 1A GENERAL CONDUICATL PROTECTIVE BOXES. AND EACKFILL MATERIAL, MANUFACTURER SMALL BE LYNCOLE AM GROUNDING, BUD TYPES K2 -(*)CS OR K2L-(#)CS I[-) LENGTH AS REQIARED� FUMES, ALL hQUERAL SMALL BE UL APPROVED FOR THIS PLIRPOSE� A� CONTRACTOR SHALL, INSPECT THE EXISTING SITE CONCLTTGNS PRIOR TO PERFORMING WORK, ANY OUESTIONS ARISING DURING THE WD PERIOD REGARONG 14E CONTRACTORS FUNCTIONS, THE SCOPE OF 2� GROUND ACCESS SOX SHALL BE, A POLYPLASHC BOX FOR NON -TRAFFIC APPLICKDONIL INCLUDING & CONDUCTORS AND CABLE: WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID RELY DOWN FLUSH COVER WITH 'BREATHER' HOLES, SIT MODEL #XS-22� ALL DISCONNECT SWITCHES 1, ALL POWER VARING SHALL BE COLOR CODED AS FOLLCWS� at&t PERIOD WITH THE FEWEST MARINER FOR CLARIFICATION, PRIOR 70 THE AWARD OF THE CONTRACT. AND CONTROLLING DEVICES SHALL BE PROVIDED WG14 ENGRAVED LAMIC00 NAMEPLATES INDICAPNO EQUIPMENT CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING, AND THE, ELECTRICAL POWER =14ROM 8, THE CONTRACTOR SHAU. OBTAIN PERMITS, LICENSED. MAKE ALL DEPOSITS, AND PAY ALL FEES ASSURED SOURCE, PHASE A BLACK FOR THE CONSTRUCTION PERFORMANCE OF THE WORK UNDER THIS SECTION, PHASE 8 RED 3, BACXFILL MATERAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL, PHASE C SLUE C, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL HOT BE SCALED TO DETERMINE NEUTRAL WHITE ISO INVERNESS, DRIVE WEST DIMENSIONS, DRAWINGS S14OW THE GENERAL ARRANGEMENT OF ALL, SYSTEMS AND COMPONENTS COVERED E, SYSTEM GROUNIONLL GROUNDING GREEN SURE 400 UNDER THIS SECTION, 1, ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AND 2� SPLICES SHALL BE MADE, ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONOULETS ENGLEWOOD, CO 80112 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES, AND COOES� BARE, SOLID. TINNED COPPER, ASOVE-GRADE GROUNDING CONDUC70RS SHALL BE INSULATED WHERE APPROVED FOR THIS PURPOSE. NOTECL A� ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LAXEST DESIGN OF THE NATIONAL ELECTRICAL 1 PULLING LUBRICANTS SHALL BE UL APPROVED, CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR CODE, AND ALL APPLITABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES. AND CODES, CONDUIT 2, GROUNDING allSE-1 SHALL BE BARE, DNNED, ANNEALED COPPER SARS OF RECTANGULAR CROSS PULUNG CONDUCTOR OR CABLES INTO THE' CONSUM BENDS SHALL, BE THE RADIUS SEND FOR THE TRADE SIZE OF CONDUIT W COMPLIANCE WITH THE SECTION, STANDARD BUS BARS MOB SHALL BE FURNISMED AND INSTALLED BY THE CONTRACTOR AND LATEST EDITIONS OF NEC� THEY SHALL NOT BE rASRICATED OR MODIFIED IN 7HE PIELD, ALL GROUNDIHG BUSES SHALL BE 4. CABLES SHALL BE NIEVFLY TRAWLED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL IDENTIFIED WITH MINIMUM 3/4' LETTERS BY STENCILING OR DESIGNATION PUME, BOXES AND EOUIPMENT TO ALLOW FOR A NEAT ARRANGEMENT, CABLES SHALL BE SECURED IN A 1,3 REFERENCEIE; MANNER TO AVOID TENSON ON CONDUCTORS AND/OR TERMINALS. CONDUCTORS SHALL BE PROTECTED 3, CONNECTORS SHALL BE HIGH CONDUCTNITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PRONAIREC, A, THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPEC31FICATION, EACH PUBLICATION SHALL BE THE CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH CLEAR HEAT DAMAGED CABLES SHALL BE REPLACEI) AT THE CONTRACTOR'S EXPENSE, LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION, EXCEPT AS MODWtED BY THE REQUIREMENT SPECIFIED HER04 OR THE DETAILS OF THE DRAWKLGS, WORK WCLUOED IN THIS SHRINK FOR MECHANICAL CONNECTIONS, USE TWO -HOLE COMPRESSION LUCS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK FOR INTERIOR AND BLACK HEAT SHRINK FOR EXTERIOR, C, DISCONNECT SWITCHES� BLACK & VEATCH SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROASION OF THESE PUSUCATIONS. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE 1, INSTALL DISCONNECT SWITCHES LML AND PLUW, AND CONNECT TO WIMNG SYSTEM AND GROUNDING 1, ANSLAEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) SPECIFIC TYPES, SIZES, AND COMBsNATIONS OF CONDUCTORS AND OTHER (TENS To BE CONNECTED, SYSTEM AS REQURED� 4600 SOUTH SYRACUSE STREET 2 ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) S. GROUND RODS SHALL, BE ERIC0 #615600, COPPER -CLAD STEEL WITH HIGH STRENGTH STEEL CORE D� GROLINDNO SURE 800 3. ILE (INSULATED CABLE ENGINEERS ASSO(NADON) AND ELECTROLYM GRADE COPPER OUTER SHEATH, MOLTER WELDED TO CORE, AND ALL GROUNDING RODS SHALL BE INSTALLED WFIII INSPECTION SLEEVES At, SHOWN ON DRAWINGS, T� ALL METALLIC PARTS OF ELECIRKAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE DENVER, COLORADO 80237 GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T 4, NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 6� INSTALL AN EQUIPMENT GROUNDING CONDUCTOR PI ALL CONDUITS IN COMPLIANCE WITH THE AT&T GROUNDING AND WORDING STANDARDS TP -76416, TP -76300, AND THE NATIONAL ELECTFOCAL, COOE. SPECIFICATIONS AND NEC- THE EQUIPMENT GROURN14G CONDUCTORS SHALL BE BONDED At ALL 5, NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) JUNCTION BOXES , PULLIACKES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM WITH ASSEMBLY OF MATERIALS, INCLUDING 2, GROUNDING ELECTRODES, BONDING JUMPERS, AND ADDITIONAL ACCESSORIES AS BECOMES FOR A 6, OSHA (OCCUPATIONAL SAFETY AND HEALTH ADIALMSTRATION) C OTHER MATERAL!L COMPLETE INSTALLATION, PROJECT/PHASE NO� 129051/9602 7, UL (UNDERWRITERS LABORATORIES INC,) 1, THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH 3, ALL GROUNDING CONDUCTORS SHALL PROVIDE P STRAIGHT DOWNWARD PATH TO GROUND, GROUNDING DRAWN BY: SOP ARE RFOUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER tNSTALUFI)ON OF THE WORK, GONDLICTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTORS AND B. AT&T GROUNDING AND BONDING STANDARDS TP -76416 CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO WNROICTE NCR 2, PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC, TRANSIENT VOLTAGE RISES, CHECKED BY: 1A SCOPE OF WOFA� 0, PANELS AND LOAD CENTERS� 4, AT BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN RFDS: 2,01 A, WORK UNDER THIS SECTION SHALL CONSIST OF FURMSHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES RECURED TO COMPLETE REQUIRED CONSTRUCTION TO ACHfEVE t ALL PANEI DIRECTORIES SHALL BE TYPEWRITTEN, GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHAUL ROUTE TWO GROUND44 CONDUCTORS FROM THE: ROOFTOP, TOWERS, AND WATER TOWER GROUND AND, TO AND OPER0014AL STATUS, THE EXISTING GROUNDING SYSTEM, IKE GROUNDING CONDUCTORS SK&L NOT BE SMALLER THAN �2 T,LD, 2�0 8� ALL ELECTRICAL EQUIPMENT UNGER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUsYED, AND EaT_3__-__UEQUnW AING COPPER, ROOFTOP GROUND RING SNAIL BE BONDED TO THE EXISTING GROUNDING SYST11L HE ALIGNED BY THE CONTRACTOR, BUILDING STEEL COLUMNS, THE LIGHTNING PROTECTION SYSTEM, AND/011 THE auu.IONG MAIN WATER 3A GENERAL UNE (FERROUS OR NONFERROUS METAL MINNO ONLY). SEE STANDARD &3�2,2. C, THE CONTRACTOR SKALL Of RESPONSIBLE FOR ALL EXCAVATING, ORN0ANG, TRENCHING, IFACKFCUNG, AND REMOVAL OF EXCESS SOL, FILL. AND BEGINS, A, ALL, MATERIAL AND EOUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 5, TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS ANO BOLTS, IN ACCORDANCE RECOMMENDATIONS, WITH MANUFACTURER'S PUBLISHED TOROUE TIGHTENING SPECIFICATIONS. WHERE MANUFACTURER'S 0, THE CONTRACTOR SHNL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND TORCHING REQUIREMENTS ARE NOT AvAJLABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TISHBOANG APPROVAL FROM THE JURISINCTIONAL AUTHORIGE& 8, DURING INSTALLATION AND CONSTRUCTION PERRIER EOUIPMENT SHALL BE TIGHTLY COVERED AND TONGUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING, PROTECTED AGAINST DIRT� WATER, AND CHEMtCAL OR MECHANICAL WIJURY, E� IF APPLICABLE, THE CONTRACTOR SKALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS TO 6, CONTRACTOR SHALL VERIFY THE LOCATORS OF GROUNDING TIE-IN POINTS 10 THE EXISTING Ea DOCUMENT ALL WFRNG EQUIPMENT CONDITIONS AND CHANCES WHILE COMPLETWG THIS CONTRACT, THE 3,2 LABOR AND WORKMANSHIP,: GROUNCING SYSTEM , ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE AS-SUILT DRAWINGS SKOILL BE SUBMITTED AT COMPLETION OF IRS PROJECT 70 THE APPROPRIATE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WNH THE MANUFACTLRER'S PARTY. A, ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL INSTRUCTION$ SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN N A NEAT AND WORKMAN-LiKE MANNER, 8, ALI, ELECTRICAL EQUIPMENT SHALL BE ADJUSTED ALIGNM AND TESTED BY THE CONTRACTOR AS TO THE 7, ALL GROUNDING CONNECTIONS SHALL BE �NSPECTED FOR TIGHTNESS, EXOTHERMIC WELDED CONNECDONS SHALL BE APPROVED BY THE INSPECTOR HAVING JUIASNCTION PRIOR TO PERMANENT 0 02/11/16 aws FOR cousiNxim i- - 2A GENERAL; REQUIRED CONFIRM iNTENDED PERFORMANC9, CONCEALMENT, REV OXIE OESCRPTON OEM, A, ALL MINERALS AND EQUIPMENT SHALL BE NEW, UL LISTED, AND FREE FROM OEFECTS. C� UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EOLAPMENT, REMOVE ALL NECESSARY LABELS, DEBRIS, CRAnNG, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED & APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND AREAS/COMPONCNTS WHERE EL ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UQ LABEL OF APPROVAL AND SHALL AND READY FOR OPERATION. FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. CONFORM TO REOUIRFMENT OF THE NATIONAL ELECTRICAL CODE, 13 COORDINATIOI,k IL A SEPARATE, CONTINUOUS, INSULATED EOLAPPIENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ;NDo L/, ALL FEEDER AND BRANCH CIRCUITS, C, ALL ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JUMSDICRONAL AUTHORITY AND A, THE CONTRACTOR SHALL COORMNATE THE INSTALLATION OF ELECTROAL ITEMS WITH THE SUITABLE FOR THE USE INTENDED, OWNER-FURNSHED EOISPMENt DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE 10, BOND ALL INSULATED GROUNNNG BUSHINGS WITH A BARE #6 WING GROUNDING CONDUCTOR TO A GROUND BUS, ip D. ALL OVERCURRENT DVACES SHALL HAVE AN INTERRUPTING CURRENT RA71NG OF GREATER THAN THE 'THEY SCHEDULED WORK, SHORT CMCUIT CURRENT TO WHICH ARE BOWEL CTED (10 000 AID MINIMUM CONTRACTOR SHALL VERIFY THAT AVAILABLE SHORT CIRCUIT CURRENT DOES 46i EXCEED THE OF 14 INSTALLATIONk 11, DOIECT-SUNED GROUNDPIG CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30" hOMMUM -HE 941MG ELECTRICAL EOUIPMENT N ACCORDANCE WITH, ARTICLE 110,24 NEC OR THE MOST CURRENT ADOPTED CODE PER OF -LOW GRADE, OR 6- MINNUM BELOW TRUST LINE, USING THE GREATER OF THE TWO z I,- PE,0049852 THE GOVERNING JURISDICTION, 8, CONDUFL DISTANCES, 2,2 MATERIALS AND EQUIPMENt 1, 'ALL ELECTRICAL IMRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED, NO CONDUIT DR TURING Of 12, ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN US LESS THAN N.' TRADE SIZE SHALL BE UTILIZED SCHEDULE 40 PVC CONDUIT, A, CONDUIT- 2, PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL ISSERS UNLESS OTHERWISE NOTED. EMT WAY BE INSTALLED FOR EXTERFOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE, t3, THE INSTALLATION OF A CHEMiCAL ELECTROLYnC GROUNDING SYSTEM IN STRICT ACCORDANCE W7H MANUFACTURER'S INSTRUCTIONS, REMOVE SEALING TAPE FROM LEACHNG AND BREATHER HOLES, A; 1, RKAD METAL CONDUIT NORMC) SHALL BE HOT-DiPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS, A ENAMELED OR LACQUERED INSDE IN ADDITION TO GALVAMZING� INSTALL THE PROTECTIVE BOX FLUSH AITH GRADE 1�19/ONA\- 40 PVC CONDUIT WD 1 INSTALL SCHEDVLE H A MINIMUM COVER OF 2+" UNDER ROADWAYS, PARKING 2, UQUIDDGHT FLEXIBLE METAL CONDUIT SHALL BE UL USTED. LOTS, STREETS, AND ALLEYS, CONDUIT SHALL HAVE A MINPOOM COVER OF IS' IN ALL NON -TRAFFIC 14� IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FEET FROM THE GROUND BAR AT THE RACE OF THE TOWER, INSTALL, A SECOND GROUND BAR AT THE END OF THE ICE BRIDGE TO GROUND THE COAX \'� �' APPLICATIONS (REFER 10 2008 OR "EST NEC, TABLE 300,5)� CABLE GROUNDING KITS AND 0,I -UNE ARRESTORS, L/207E 3, CONDUIT CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE RICH, ALL FITTINOS SHALL BE COMPRESSION AND CONCRETE-PGHT TYPE. GROUNDING BUSH04GS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4, USE GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCAJIONS OF DIRECT CONNECTION TO EOUIPMENT THAT MOVES OR VIBRAIES� OR FOR EASE OF MAINTENANCE, USE LIQUID TIGHT, FLEXBILE METAL CONDUIT 15. CONTRACTOR SHALL SERBS, ANS�Glk REPLACE, EXISTING GROUNDING SY41TEM COMPONENTS DAMAGED T IS A WMATION OF L§W FOR m 'A'qy F"M UNLESS THEY ARE ACTWO MOM TK tMOCTION FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF C DURING CONSTRUCTION AT THE ONTRACTORS EXPENSE, Of A LAMMED PRONSWRAL 04049k 4, NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING CONNECTION 70 EQUIPMENT MOUNTED ON SUPPORTS TD ALLOW FOR EXPANSION AND CONTRACTION, 3,5 ACCEPTANCE TETGNG� TO ALTER TAX 00OARDO SOLVENT-CEMENT-I)PE JOINTS AS RECOMMENDED BY THE MANUFACTURER. 8, CONDUCTORS AND CABLE: !L A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE IRAN THE EQUIVALENT OF THREE, OVARTER-RENDS, CONDUIT SEND SHALL BE MADE WITH THE UL LISTED A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRES TESTS AND SUBMIT SENDER OR FACTORY 90 DEGREE EL40WS WAY BE USED, WRITTEN TEST REPORTS UPON COMPLETION, 38TH & WADSWORTH 1, CONDUCTORS AND CABLE SHALL BE FLAME-RETAROANT, MOISTURE AND HEAT RESISTANT F,,,'ERMOPLASUC, SINGLE CONDUCTOR, COPPER, TYPE THHN/'THWN-2, 600 VOLT, SIZE AS INDICATED, G, FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO 8, WHEN MATERIAL AND/OR WORKMANSHIP * FOUND 10 OF NON-COMPLIANT WITH THE SPECIFIED COL01445 ON PLANS THE MINIMUM SIZE CONDUCTOR USED SHALL SE #12 AND, PROVIDE A SMOOTH INSIDE SURFACE, REOuIREmEmTS, THE MON-SOMPLANT REMS/ELEMENTS, SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE AND REPLACED WITH GEMS COMPLYNG WITH THE, SPECOIED REOUIREMENTS, 7530 WEST 38TH AVENUE 2, #10 PAC AND SMALLER C014DUCTOR SHALL BE SOLID OR STRANDED. #8 PAO AND LARGER 7, CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION, TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL. BE PLURED OR CAPPED TO PREVENT ENTRANCE OF C, TEST PROCEDURE& WHEAT RIDGE, CO 80033 CONDUCTORS SHALL BE STRANDED, MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE AW CONDUITS CONTAINING FOREIGN TESTED AF`ER BEFORE CONNECTION TO DEVICES, LTE - 2C & LTE - X 3, SOLDERLESS COMPRESSION TYPE CONNECTORS SHALL, BE USED FOR TERMINATION OF ALL, STRANDED MATERALS THAI CANNOT BE REMOVED t ALL, FEEDERS SHALL HAVE INSULATION kFISTALLATTON, THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS, TESTP4 SHALL BE FOR CONDUCTORS, 8. ALL CONDUITS SMALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE ONE MINUTE USING 1,000VOLT OC, 4� STRAIN-RISLIEF SUPPORTS SNIPS SHALL BE HUBBELL KELLEMS OR APPROVED EOUAL CABLES SHALL CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES, CONDUIT SHALL BE FREE OF DIRT AND DEBRIS, 2, PRIOR TO ENERGIZING CIRCUITRY, TEST VOIONG DEVICES FOR ELECTRICAL CONTINUITY AND PROPER BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTUREWS RECOMMENDATIONS. POLARITY CONNECTIONS, 5, ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, 9, RkSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END, 1 MEASURE AND RECORD VOLTAGEB BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND J -BOXES, EQUIPMENT, CABINETS SHALL BE, IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, 10. INSTALL 2* HIGHLY VISIBLE AND DETECTABLE TAPE '2' ABOVE ALL UNDERGROUND CONDUITS AND NEUTRALS. SUBMIT A REPORY OF MAXIMUM AND MINIMUM VOLTAGES TO APPROPRIATE PARTS, BRADY, OR APPROVED EQUAL), CONDUCTORS, 4, PERFORM GROUNDING TEST TO MEASURE RE!OSTANCE OF' GROUNDING SYSTEM USING THE IEEE C. DISCONNECT SWITCHES: 11, CONDU17S SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED STANDARD 3-PONT *FALL -OF--POTENTWL' METHOD, PROVIDE PLOTTED TEST VALUES AND LOWiCN CONDENSATON, SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS, 1, USCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, OtACK-MAKE, QLACK-OREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED, FURNISHED IN HEMP 3R ENCLOSURE, SOUAPE-D, OR ENGINEERED APPROVED EGUAL� City of plan # ?e 136 Permit # I 3MOUT-M - =�� IN I I 11111111 g F *c -e lilisi3a 7. M Whereas B • MRoofing of Colorado • application of the following roof: w ME f s • r 9 f i Quality has no substitute. Depend on us" t .+ By: Scott Kawulok, ' • - . #. Contractor: T at ick a Contractors City License #: Phone: Z= so= Emu= Adding 3 antennas above existing AT&T antennas on existing bell tower. structure Antennas will, be painted to match the, bell tower and the existing antennas. Squares - BTU's - Gallons _ Amps _ Sq ffl Ems= Contract Value* $ 5,400 Review Fee (due at tinge of submittal): t W. 5"? C 4£19 �r!I:Vl> of (0 WyfR)9LOJj R:4 �Wft CIRCLEONE, (OWIVER) WONTRACTOR) Or ITHORIZED REPRFS C:A DATE: SIGNATURE. kRINT NAME: I - Ell December 19,2011 Mark Johns Area Manager C&E —Cell Site Implementation AT&T Mobility — Rocky Mountain Region (303) 643-3728 (Office) (303) 8854573 (Mobile) Telecom Division 10950 GRANDVIEW, OVERLAND PARK, KS 66210 USA +1913-458-7294 1 K1ffl L0VM@BV,C0M This letter is to confinn Black & Veatch's structural review of the existing antenna-supporting bell tower located at 7530 West 38 Avenue, Wheat Ridge, Colorado 80033. The intent of the review is to determine if the proposed AT&T equipment will have any adverse structural impact on the existing structure. Currently, AT&T has three (3) panel antennas and three (3) TMAs at approximately forty five feet (45') above ground level and three (3) panel antennas and three (3) TMAs at approximately fifty feet (50') above ground level, mounted to the building facade wall and stacked vertically at three (3) sectors locations. AT&T is proposing installation oft .ree (3) Katherin 800-10766 panel antennas at approximately fifty six feet (56') above ground level, three (3) RREs and three (3) surge suppressors mounted behind proposed antennas on three (3) sectors using the similar antenna supporting design. The proposed modifications mentioned above will not adversely compromise the structural strength and integrity of the existing building nor will cause any local overstress. Please contact Jeremy Johnson in our Denver Black & Veatch Corporation Maria Kirilov, P.E, Daniel K. LeBlanc, P.E. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. 564 if you have any questions or Date Sig Plan checker ENGINEERING 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE TIA/EIA•222—F OR LATEST EDITION GENERAL NOTES PROJECT DESCRIPTION SITE INFORMATION PROPERTY OWNER; WHEAT RIDGE UNITED ADDRESS: METHODIST CHURCH 7530 W. 38TH AVE, WHEAT RIDGE, CO 80033 TOWER OWNER: WHEAT RIDGE UNITED METHODIST CHURCH SITE CONTACT: TERRY WEINER (303) 422-3459 COUNTY: JEFFERSON LATITUDE (NAD 83): 39' 46' 8.7' N LONGITUDE (NAD 83): 105" 04' 491' W ZONING JURISDICTIOW WHEAT RIDGE ZONING DISTRICT: RC RESTRICTED COMMERCIAL PARCEL #: 39-261-19-009 OCCUPANCY GROUP: u CONSTRUCTION TYPE: V-8 POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY, CENTURYLINK SITE ACQUISITION MANAGER: MIKE McCREEDY (303) 332-1212 SITE ACQUISITION CONTACT: JERRY CARPENTER (515) 707-3373 CONSTRUCTION MANAGER: MISHA MORROW—KRAUIC (720) 834-4320 PROJECT MANAGER; MICHAEL DERRICK (303) 408-3090 RF ENGINEER: WINNiE LAI (314) 724-9605 IF USING 1 l"xl7" PLOT, DRAWINGS WILL BE HALF SCALE m Ift COU 2006 IFIC, IMC, IPC, IPMC, IECC, IFC, lFGC; 2005 NEC; NFPA 99 and IMANS I A 17 - 2003 q 4 B&V CONSTRUCTION: B&V SITE AGO: DATE. --L.:-- I DRAWING INDEX 'I l3uflmmlmm�� i� ICAL EL SCHEDULE AND 64E-6 G • ONE—UNE DIAGRAM lill_� ........... . . GENERAL CONSTRUCTION NOTES ZIF71ENERAL ELECTRICAL. NOTES r■ r NO: 169867 BY: RNA 0 1 14j20 1 _LDR PEFMIT Kv DATE DESCRwPTION i MEMO 0.110-0001— 1 DIRECTIONS FROM NEAREST AT&T OFFICE: TAKE 1-25 NORTH FOR 13.11 MILES TO EXIT 209• , TURN NORTH ONTO WEST 6TH AVENUE FWY RAMP, GO 2.25 MILES, KEEP WEST ONTO US 6. GO t44 MILES, KEEP NORTH-WEST ONTO SR 121, GO OAS MILES, KEEP NORTH-WEST ON SR 121 GO 0.04 MILES, KEEP NORTH ONTO SR 121, GO Z92 MILES, TURN EAST ONTO CR 180, GO 0.09 MILES, TURN SOUTH ONTO VANCE STREET, GO 0,06 MILES, ARRIVE AT SITE, TOTAL DISTANCE 20.73 MILES NOT 1-E S-- 1, CONTRACTOR SHALL FIELD VERIFY ALL CAMENSIONS 2, CONTRACTOR SHALL MAINTAIN A 10'-0' MINIMUM SEPARATION BETWEEN THE PROPOSED STE CPS ANTENNA AND THE EXISTING CPS ANTENNA, 749�� CCKJNTY ROAD 180 APPROVED EXISTNG 4'--0' 1 41 CH STONE WALL EXIST I ING STEEL ACCESS GATE RMINMEM EMSYNG AT&I EOUPMENT ENC10SURE (2) PROPOSED 2" CONDUITS FOR TRANSMISSION AND POWER CABLES TO BE ROUTED INSIDE EXISTING CABLE TRAY TO EACH SECTOR 20'--0" EXISTNG AT VERTK.',AL CABI.E TRAY EXiSTNG 4 _ A( GATE EXtSTING TAL LER BUKDNG--\ R� 16' 12* 8' 4' 0 16' 32' I am mo William I EX7 SNNG BREAKER BOX EXiSING OU%ET "TiNG IRANISFER SWOCH EX6TNG GENERATOR kECEPTACLE E, EXiSTINIG METER F EXISTING ELECTRICAL DISCONNECT , @G EX6TING' TELCO BOX P N EXIST NG OUTDOOR ERICSSON 850 GSNI CASNFT J) EXISTING OUTDOOR F.Mr-'jSON 1900 G Cllaflwl (3K EX IST I N {; OUTDOOR ALL UMTS CABNEI EXISTINC CABLE TRAY EX�STING �CE BRIDGE EXSTING CONCRETE PAD ( EX9-,TNG H - FRAME EXISTING CPS ANTENNA PROPOSED LTE CPS ANTENNA, PROPOSED ALU LTE OUTDOOR CABINET (WALL MOUNTED) PROPOSED ANGUS OUTDOOR POWER CABINET ........... t + I . + Y . . # F . i + u to F : L 4T J 19'-8" I 12 0 I V 3 . 41 5 ;1 1 Fr. * 17 IS A MC4ATION OF LAW FOR ANY PERSON, VWF OF A M THEY ARE ACT#4 UNDER THE DIRECTION =t� PROFESSONAL EWMER, TO ALTER THIS DOCUMENT fl* EXISTING ?ALLER BUILDING LMOJECT NO� 16986 CHECKED BY: APPROVED BY: DATE: COMMENTS: 0M 188 04VERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 1. Antenna shall be architecturally compatible with and colored to match the building or structure to which they are mounted, 2. The maximum protrusion of the antenna from the structure face to 0. which they are attached shall not exceed two (2) feet. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (9 13) 458-2000 TOP OF SPNC E TOP OF SPAE — 7 EX�SNNG EX6TNG SMRE PROJECT NCO: 169867 DRAWN BY: RNA CHECKED BY: WEB EXISTiNG AT&T GSM ANrENNA EXISTRNr, AT&T GSM ANTENNA EkSONG AT&T GSM ANTENNA EMSTiNG AT&T GSM ANTENNA (ALPHA SECTOR) (GAMMA SECTOR) (CAM" SECTOR) (BETA SECTOR) ---- - EF -- M I 7'47 EXr-PNG AT&T NUTS ANTEM4A EMSONG AT&T UMTS ANTENNA EXiSTNG AT&T USES ANTEt EM TINE AT&T UUTS ANTENNA 0 12/14/2011 MWW FOR PERNT (ALPHA SECTOR) (GAMMA SECTOR) (GAMMA SECIOR) VP EL. 41 -0 VERTicAL CABLE TRAY h ts O REGI EXtSTING rOWER EMSTWG TOWER K L --- AT&T 0Q1LX10R EXONNG AT&T OUTDOOR EOUPMENT ON 0 0 EOWPMENT ON a� CONCRETE PAO (TYP 0 - 3 CONCRETE PAD (rYP.) 9133 NAL 9T M A NAOLATION OF LAW FOR AW KAsv4' P/ 2/ UNLM THEY ARE ACTWO UNMR THE URECT04 OF' A L)CEN= PROPESSICK& ENOWEER, TO ALTER THIS OOCUUENt EXISTING - SOUTH ELEVATION SCALE� 1/8' V-0' SCALE, 1/8' - V-0' (LOOKING SOUTH) (LOOKING NORTH) 8' 4' 0 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 1,. Antenna shall be architecturally compatible with and colored to match the buMing or womm to which they are mounted. 2. The maximum protrusion of the antenna from the structure ace to which they are attached shall not exceed two zm� EM5TMG SPRE EXiSPNG AT&T GEM ANTENNA (ALPHA SECTOR) EXISTING AT&T UMTS, ANTENNA (ALPHA SECTOR) �-gT' - - - 6 TOP OF' SPME PROPOSED AT&T LTE ANTENNA (GAMMA SECTOR) EXISCN(,', AT&T CSM ANTENNA (GAMMA SECTOR) EXISTING AT&T UMTS ANTENNA (CAMMA SECTOR) EXISTING SMRE PROPOSED AT&T LTE ANTENNA (GAMMA SECTOR) EXISTING AT&T GSIA ANTENNA (GAMMA SECTOR) EXISTiNG AT&T UMTS ANTENNA (GAMIJA SEC PROPOSED STEALTH SCREEN TO HOUSE PROPOSED REMOTE RADIO HEADS AND SURGE SUPPRESSION DME EXISTING TOWER — EMSRNG AT&T OUTDOOR EQUIPMENT I ON CONCRE,7E PAD (TYP) I [011111's (LOOKING NORTH) a , as 0 8' 16' ae it IS A VIOLATION OF LAW FOR ANY PERSON UNLESS 74EY ARE ACTM LWDER 114E DRECTION OF ALrENSE0 VROFESSON& MNEEK TO ALTER THIS 00CUMENt TOP OF SPIRE PROPOSEO REMOTE RADIO HEAD (TYR) PROPOSED AT&T LTE ANTENNA (BETA SECTOR) PROPOSED SURGE SUPPRESSION DEVICE EMSONG AT&T GSM ANTENNA (BETA SECTOR) EX$STMG AT&T UMTS ANTENNA Im EX61 I ING VERNCAL CABLE TRAY EXISTING AT&T OUTDOOR EQUIPMENT ON CONCRETE PAP, (Typ.)- PROJECT NO: 169867 DRAWN B'O RNA CHECKED WEB EXIST AT&T ANTENNA (TPP.) E.XGNNG 'TC744'ER EXI'TVNG A1&I ANTENNA (rYP.) mamummifflim • 4I PROJECT NCI: 168867 DRAWN BY: RNA CHECKED BY: WEB BE 41'-0" ( SCALE: 3 /8° - 1 ° -0 N TIP _ I_. 47'_O° SCAL 318 m 1' -0° PROPOSED AT &T ANTENNA PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT (PAIN TO MATCH EXISTING) 1. ALL RF CONNECTIONS L BE TIGHTENED BY A TORQUE WRENCH. TRANSMISSION GABLE SECTOR ANTENNA TYPE TECHNOLOGY ANTENNA AZIMUTH A3 ..... TYPE B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE, EXAMPLE OF SOLID OTY..LENGTH AI EX6GNG ANTENNA GSM 4U" NO CHANGES A2 EN05'sNG WENNA UMTS 49 NO CHANGE$ A3 KATHREIN 800 �.., �. LTE..._ .... 40' 4 10:V FIBER 83 EXISTING ANTENNA. GSM 18cr NO CHANCES 82 EXISTING ANTENNA UNITS 2807" NO CHANGES B3 KATHREIN 800 - 10766 LTE 260 1 1O5' FIBER CT EXISTING ANTENNA G " 5M 250' NO CHANGES C2 EXISTING ANTENNA UMTS 290 NO CHANGES C3 KATHREIN —10766 LTE 290' 105` FIBER • 4I PROJECT NCI: 168867 DRAWN BY: RNA CHECKED BY: WEB BE 41'-0" ( SCALE: 3 /8° - 1 ° -0 N TIP _ I_. 47'_O° SCAL 318 m 1' -0° PROPOSED AT &T ANTENNA Ives u rt ulrc me €vc� (PAIN TO MATCH EXISTING) 1. ALL RF CONNECTIONS L BE TIGHTENED BY A TORQUE WRENCH. 2. ALL RF CONNECTIONS GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAJGHT LINE FROM BOTH SIDES OF THE CONNECTION. A3 & RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE, EXAMPLE OF SOLID _...,r._. SURFACE: GROUND EMR. ANTENNA BRACKET METAL. 3. ALL 8M ANTENNA HARDWARE SHALL. BE TIGHTENED TO 9 LB--FT (12 NM). ° E'„XtSTENG ( 4, ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB —FT (58 NM). TOW ( 5. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER Rtq LOOSE. x 6. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18 -22 LB—FT (24..4 — 29.8 NM), 7, ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15 -20 LB—IN (1.7 -- 2.3 NM). (3) PROPOSED REMOTE RADIO HEADS 1, THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CAB LE TRAY, WHEN INSTALLING FIBER STACKED BEHIND STEALTH SCREEN OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTTTION WRIER SHALL BE WITH UPPER AND LOWER ENDS OPEN INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES, OPTIC FIBER TRUNK CABLES FOR AIR FLOW (SEE DRAWING S -1) SHALL HAVE APPROOTO CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM, NFPA 70 ) (NEC) ARTICLE 770 RULES SHALT. APPLY. 2, THE TYPE TC —ER S S BE INSTALLED INTO CONDUITS, C PEEL CABLE TRAYS, OR CABLE TRAY AND SHALL. BE SECURED AT SURGE INTERVALS NOT EXCEEDING (6) SIX FEET, AN EXCEPTION; WHERE TYPE TC —ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES ON DEVICE SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL LE YS, OR LE TRAY WHICH ARE SERVI NG I Anl i7ATV'W F[ U PUPUT AR I`IFUICF..a.. A PIIRTANCF [e) SIX FEET SHALL.. NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 IT Is A 1 O ATION OF TAW MR ANY PERSW UNLESS THEY ARE ACM40 UNDER T}.IE. DIRECTION TO ALTER Trfs_ DO C UM ENT. NOT WA ATTA NI) tt,�MAI' test— �4ts— cic�--�rcnT NOM[NAL OPERATING VOLTAGE:; 48 VDC I . ANCHOR E HILTI HIT HY 150 AOHES#VE ANCHOR NOMINAL DISCHARGE CURRENT: 20 kA 8 /26µs S12E: 0 - 3/6 EMBEDMENT: 1 3/4" MAXIMUM DISCHARGE CURRENT,' 60 kA 8/20µs SPACING. S - 24" (MAX) * IF THE WALL THICKNESS IS LESS THAN 2 *, THE 1/2`0 .A325 BOLT SHALL. BE USED TO GO THROUGH THE WALL MAXIMUM CONTINUOUS OPERATING VOLTAGES 75 VDC WITH A 3/8 BACK PLATE INSIDE OF THE WALL. , 2 R VOLTAGE PROTECTION RATING: 4010 V 166" ��„.^"" ANCHOR: HILP HIT FAY 150 ADHESIVE ANCHOR TOTAL WEIGHT: 53 4bs SIZE: e _ 3/8" 188 INVERNESS DRIVE WEST EMBEDMENT: 1 3/4" SUITE 400 SPACING: ONE (1) ANCHOR PER CELL (MAX) AND 8" (MIN) ENGLEWOOD, CO 80112 3. ANCHOR.. HkTd HIT HY 20 ADHESIVE ANCHOR SIZE: s 3/8" EMBEDMENT° 2" SPACING: S -, 24" (MAX) LT 4. ANCHOR: MILTS MIT HY 20 ADHESIVE. ANCHOR s SIZE: e 3 /8" EMBEDMENT: THROUGH FACE OF HOLLOW BASE > 6" (MIN) SPACING; s ( 1) CO MPLET E ER sN CELL (CMU) ON BLACK VEATCH 5, _ ETAI C & BOLT: A325 BOLT SIZE:. e $. 3/2° C St1RG I11'PR SS(J. 10950 GRANDVIEW DRIVE BOLT HOLE SIZE: s - 9..x38" PROPOSED 'wed :I ,; �i � ' s `T a� � kt,:... NO S: OVERLAND D PARK, KANSAS 66210 6. IF THE WALL MATERIAL I5 DIFFERENT FROM ABOVE, CONTRACTOR SHALL INFORM DESIGN ENGINEER IMMEDIATELY. CONTROL. iii �k y �!p�)��!' d�4�, (913} 4.513 °2000 7. ALL HARDWARE AND PARTS SHALL BE HOT — GIPPED GALVANIZED WITH LOCK WASHERS AND HEAVY HEX NUTS, MODULE 8. ALL BOLT MOLES SHALL BE 7/16 UNLESS NOTED OTHERWISE, AI CAT t3CENT RRH 4F --CX7— 9. THE MAX LOAD BETWEEN ANCHORS SHALL BE LESS THAN 406 POUNDS, T DIMENSIONS, WxOxW 10.63'x9,7 ° x19.3 PROJECT NO: 169657 WEIGHT, WITHOUT BRACKETS: 52.4 Ibs DRAWN BY RNA PROPOSED ARGU Te41 POWER CHECKED BY: WES PLANT �aqt D; PR OPOS ED • r } i1 'AR y i p — D ETAIL E QWjR PLANT NO SCALE T ; RRH SPE IFICATI NS 7Q MHx NO SCAL KAIBREA RADOME MATERIAL: GRP RADOME COLOR: LIGHT GRAY WEIGHT: 58.3 ibs CONNECTOR: 7/16 DIN FEMALE * 5 SHEET NUMBER 8° •5 NQiE-F,-. 1, GRAY (GR) TAPtNG SMALL BE USED FOR 700 MHZ AND PURPLE TAPNG SHALL BE USED FOR AWS. TAPING SHALL FOLLOW AT&T STANDARD, 95151949m9mm H� ZmEmom"i COl JUMPER — — — — — — — — — — — FIBER JUMPER ALARM CABLE PET CABLE, - - - - - - - - - -- - - - -.. - - --- -- FIBER TRIJNK CABLE Im 19 PROJECT NO� 1 69867 1 DRAWN BY: RNA CHECKED BY� WES 0 t 12/14/201 I �=issvw FIMIR PERMIT REV PATE ff IS A AOLATON OF LAW FOR ANY PERSON, ul TKY ARE ACTING UNDER THE DREMM OF A L PROFESSO4AL Dl TO ALTER THIS WCOSENT, R RED B BLUE CONFIGURATION AS VEWED FROM THE REAR Of ANTENNA G GREEN GR GRAY 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 A- 3 A- 2 A-3 8-2 B-3 C S C 0-3 F EV5NNG 05M EX6PNG UMTS PROPOSED LTE E P FXG'HG UMTS PROPOSED LTE V EMST�,NG GSM JEX6',.NG UNITS PROPOSED LIE Awl BLACK & VEATCH O W O R W + + I + + 10950 G DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 FROM GAMMA SECTOR - — — — — — — — — — — . . . . . . . . . . . . . - - - - - - - - * -- — — — -- — — — — — — — — — — — — - TO A-4 w ANTENNA H� ZmEmom"i COl JUMPER — — — — — — — — — — — FIBER JUMPER ALARM CABLE PET CABLE, - - - - - - - - - -- - - - -.. - - --- -- FIBER TRIJNK CABLE Im 19 PROJECT NO� 1 69867 1 DRAWN BY: RNA CHECKED BY� WES 0 t 12/14/201 I �=issvw FIMIR PERMIT REV PATE ff IS A AOLATON OF LAW FOR ANY PERSON, ul TKY ARE ACTING UNDER THE DREMM OF A L PROFESSO4AL Dl TO ALTER THIS WCOSENT, Rol I NOTIFY ALU AND R TO CHANGE THRESHOLDS ON TTLNA, AT&T OPERATIONS WILL NOT ACCEPT SITE WITHOUT MEETING THIS REQUIREMENT. TO NE TO NEXT 850 1900 10950 GRANDAEW DRIVE XT '900 OVER D A K 66210 LAN PARK, ANSAS --,j7r SECTOR R T BEE FEED (9 ) _,CCTOR PET FEED 13 45 -2000 708 DS 7085-05 MSG CABLE AJSG CABLE PROJECT NO: 169867 DRAWN BY. CHECKED WEB mff� HATCHPLATE MAI 1900 / 850 1900 / aw DIPLEXER DIPLEXER CM1007-DBPXBC CM1007-DBP) -003 -003 7085,xx 850 1900 850 19 MSG CABLE- Z 7070.10 MCU UMTS 850/1900 CABINET L 7070.10K (1C + 2C) CABLE KIT POWER & CROSSOVER x j- Y _ z GSM850 PRIMARY CABINET A J_ B _j C GSM1900 PRIMARY CABINET It IS A VOATION OF LAW FOR ANY 1 "6 W-M THEY ARE ACTM LNUM THE F;AF�ll OF A UCENSE0 PROFESSO4AL ENG t4 M, TO ALTER 7WS 00CUMM, L TERMINATOR _ O5 METER TYPICAL EAC ANTENNA ANTENNA FROM +2.4V DO OR -48V DC SUPPLY TO MCU (CONNECTION) PORT 1 -2/C 14 AWG FISH, RHW OR THHN -2 TYPE TO, IN RACK OR 2 -1 /C 14 AWG RHH, R W OR / — THHN-2 EACH W CONDUIT PRYY +24V DC OR -4$V DC (SEE. NOTE 1) 4 (SEE NOTE 4) PCU 100 NO SCALE SEE NOTE 11 1, ROUTE ORCUITS IN CABLE TRAY OR CONDUITS TO THE EXISTING +24VDC UPS OR -AMC UPS PANEL& PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PROTEMON AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND REcommENGAnONs, 2, SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR A$SG BIAS-T PLACEMENt mimmim PROJECT NO: 169867 DRAWN 8Y. .� RNA CHECKED BY WEB ALPHA SECT BETA SECTOR MA SECTOR � F LTE 1 6 LTE S ( LTE EXAMPLE BILL OF MATERIAL SECTOR STEM # ITEM # ITEM DESCRIPTION TOTAL QUANTITY TOTAL QUANTITY APPLICATION A A 8 C i 1 DUAL SAND ANTENNA 2 2 2. 6 DUA BAND 2 DUAL RANG RET MOTOR 4 4 4 12 DUAL SAND 3A RET CABLE 2 2 1 5 OVAL BAND 38 NET CABLE 2 2 2 6 DUAL BAND 4 NET MOTOR @ 0 t t DUAL OR SINGLE SAND tAT €N 5 M U CU 4 1 P z4 DUAL OR SINGLE BAND +24V D _ DC M T RS 6 1 1 PER 24 DUAL OR SINGLE D (MATCH EXISTING M T R 7 NET JUNCTION BOX - 1 (AS R Q'0.) DUAL OR SINGLE SAND S RET LIGHTNING PROTECTION UNIT - 1 (AS REQ'D.) REQUIRED 9 REC CABLE GROUNDING KIT - I (AS REO'D.) REQUIRED 3A MIDPOINT GROUNDING REQURED _ 1 (AS REQ'D.) REQUIRED mimmim PROJECT NO: 169867 DRAWN 8Y. .� RNA CHECKED BY WEB ALPHA SECT BETA SECTOR MA SECTOR � F LTE 1 6 LTE S ( LTE MINIM I NO SCALE SEE NOTE 11 BILL OF MATERIAL SECTOR STEM # ITEM DESCRIPTION TOTAL QUANTITY APPLICATION A 8 C i DUAL BAND ANTENNA 1 1 1 3 DUAL BAND 2A FIBER JUMPER I 1 1 DUAL SAND 29 RET CAMS 1 1 3 DUAL BAND 3 RAYCAP OC6- 48 -60 -15 _ I (AS REO'D) REQUIRED 4 FIBER TRUNK CABLE - I (AS REO'D) REQUIRED MINIM I NO SCALE SEE NOTE 11 11=ml follow all posted signs and site guidelines Obey all pasted signs and site guidelines for Working in a RF emirtmoneaat, for working in a RE envonament. g s g Aga ircTre d.aaart ....es s.a� > E AL RDN . €DNS NO SCALE RNINGI DANCER DO NOTTOUCNT4➢k4rEIV Rsa:noU °Rf BURN HAZARV MAINTAIN AN ADEQUATE CLEARANCE BETWEEN TOWER SUPPORTSANDGUYWIRES CAUTION A 0 fi l (h))) f:i:Tl7:1ltFt'iMAIM MIti:?ii� Ma rnyvairu�iaxmex.aMr .axsr t }tRY'%!k"{E& Y4k WtfMMX,xk} rqt pMYYG xaecpaa� ,..acroraaavxr�.xararramttm cv YtE6bTRCE. ZSRI4JW% C%'tW"1kCTtAf&3tTN'T3td.Y cxca�n wnxa ttsexi�mwvt i°�,a.x.,ove kerat�rtrrmauunssm ^ts. IN CASE OF EMERGENCY, OR PRtOR TO PERF"ORWNG MAINTENANCE ON TN €S SRE, CALL. 800- 638 -2822 AND REFE RENCE CELL SITE NUMBER — R MA VAR a. a • s; naaro�xua: r;�naaacmroausaeaG � w. iauaaNxs awry ,.arrsm.mt+,axyda aA.na. ca„ e�. xiA„m.»a�t..t�'ri+.;.�amresets,s� cs�». ssa� E am rx..a,: x�a aemn.�ar rcmri..m. . xa�wa« x.�naro.�«exaw�.s.� fhxm watam�ax9cix 6eFv*u..ewa p.. a Yk+ ANnoa�M�( F nW ANTENNAS ARE IMOUN I) �,i�tia�ar�a iwar. STAY RACK A MINUe UM OF 3 FEET FROM'rHE.SK :NNA.S rvu'romuxphu upy ax xv{u5ars5mxs $cA 1#n[%wmdswatwex.. INF s t7 SIGN NO SCALE NO SCALE Notes for Rooftop skes •.... ! i i.. } _. .. }} i i. is '" }. zm� PROJECT NSA: 169867 DRAWN Bf. RNA CHECKED BY: WEB IT i8 A MOLABON OF tAW FOR ANY PERSON, UNLESS IND ARE ACTM UNDER THE DREDnoI4 OF A LICENSED PROFESSIDNAL COBWEB. TO ALTER THIS DOCUMENT. . GENERAL SIGN G UIDEL INES II+d O #1 [W-OSIGN#2 INFO SIGN #3 INFO SIGN #4 Striping NOTICEStGN CAUrIONSI Structure Type Tarr entrance gags, w At the height of the Shaker doors OR on climbing side of the On backside of to the side of first clitntoing step, lillonepoleMnopinetWITopalm the outdoor "Tow er Antennas Antennas min. 9ft above cabinets ground entrance gates, At the height of the shefterdoorsORon clintirig side of the On backside of On the side of first cfrrWg step, SCE Tow erst Tow ers w lth high voltage the outdoor 'row er Antennas Antennas non. 9ft above cabinets ground entrance gates, on e po , too ss shelter doors on than aft below the On backside of On the side of L ht poles IF Flag Poles the outdoor Antenna and no Antennas Antennas less than f't above cabinets entrance gates, on the pole,, no less If GP rx va of WE at antenna le shelter doors, on than 3f1 be the On backside of On the side of ; 0- 99atc: Notice sign; over 99%: t#f ty Wood Poles (JPA) the outdoor Antenna and no Antennas Antennas Caufirut sign at no ass than aft below cabinets less than 9ft above antenna and 9ft above ground ground on the pole, no less 74a ice or Cau n son at no less than entrance gates, than aft below the ft above ground.. only if the exposure rocells mounted on non -JPA prides shaper doors OR on Antenna and no backside of On the side of exceeds 90% of the General Public the outdoor less than toff above Antennas Antennas exposure at Eft above ground or at cabinets ground outside surface of adjacent buildings Roof Tops At all access poltnts to the roof X On Antennas Concealed Antennas X X antennas mounted facing outside the building X X antennas on support structure X X Roofv' Graph: djaceM to each Radiation area Is w phkn aft from antenna X antenna ether Notice or Caution sign (based on diagonal, yellow Roofview results) at artennaslbarrfer Radiation area is beyond aft from antenna adjacent to each striping as to X antenna Roofview graph adjacent to C h u r c h Steeples Access to steeple antennas if On backside of On the side of Caution sign at the antennas are Antennas Antennas antennas concea adjacent to Caution sin beside Water Stations Access to ladder antennas i# On backside of the side of Info sign #1„ trin. 9ft antennas are Antennas Antennas above ground concealed Notes for Rooftop skes •.... ! i i.. } _. .. }} i i. is '" }. zm� PROJECT NSA: 169867 DRAWN Bf. RNA CHECKED BY: WEB IT i8 A MOLABON OF tAW FOR ANY PERSON, UNLESS IND ARE ACTM UNDER THE DREDnoI4 OF A LICENSED PROFESSIDNAL COBWEB. TO ALTER THIS DOCUMENT. . t CONTINUES T( SURGE SUPPRESVON ALL NON- AFFECTED EOU €FMENT EXCLUDED FOR Ct.AMTY maim. 12 6 0 V 2' 3` 4' 5' 1j2 " -r ° —O' PROJECT NO: 169667 DRAWN 6Y: RNA CHECKED ayB � WEB 0 1.12/14/201# FOR POW laev �1ase aearencu 188 INVERNESS DRrVE WEST SUITE 400 ENGLEWOOD, CO 80112 um M.- PROJECT NO. 169867 DRAWN SY: RNA CHECKED BY: WEB EXISTM SOURCE om r"Mom hu BLACK & VEATCH IT IS A VIMATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTM UNDER THE OIRECTM OF A UCENSM PRMSrAONAL ENGINEER, TO ALTER TM DOMUENT, El AC CIRCUIT SCHEDULE AWG GND 188 INVERNESS DRrVE WEST SUITE 400 ENGLEWOOD, CO 80112 um M.- PROJECT NO. 169867 DRAWN SY: RNA CHECKED BY: WEB EXISTM SOURCE om r"Mom hu BLACK & VEATCH IT IS A VIMATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTM UNDER THE OIRECTM OF A UCENSM PRMSrAONAL ENGINEER, TO ALTER TM DOMUENT, El TO AD LOAD CENTER ------------------------------------------------------ qLANg BLANK RRH # I RRH #2 RRH #3 BLANK BLANK I 1 It! 9 %woo atat 111+14 BLANK BLANK T 41+14 BLANK BLANK 13 14 BLANK BLANK _!�� __ - — — - iA_ - - - ,_ BLANK — __ BLANK 17 188 INVERNESS DRIVE WEST PROPOSED BLANK — BLANK SUITE 400 MOUNT LOCATION 20 ENGLEWOOD, GO 801 BLANK 21 22 BLANK — BLANK 23 24 ROUTE TO THE NEAREST ROUTE To GROUN04NG BAR (TYR) MASTER ---------------------- ------------------ GROUNDING BAR BLACK & VEATCH RAY CAP SURGE — — — — -- 8 PROTECTION #1 l OC6-48-60-18 1 0950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 ------- = mm7 - m-_rn- m M m m M fq m! I (91 3) 4 8-2000 RAYCAP SURGE PROTECTION DC6-48-60-RM IN L ..., - - - - - - - - - - RATCAP SURGE PROTECTION #1 qLANg BLANK BLANK BLANK I 1 It! 9 10 111+14 BLANK BLANK T 41+14 BLANK BLANK 13 14 BLANK BLANK _!�� __ - — — - iA_ - - - ,_ BLANK — __ BLANK 17 18 BLANK — BLANK 19 20 BLAN K — BLANK 21 22 BLANK — BLANK 23 24 L ..., - - - - - - - - - - RATCAP SURGE PROTECTION #1 I 1 It! 14 j I I K I I 1 111+14 I I 1 T 41+14 L ..., - - - - - - - - - - RATCAP SURGE PROTECTION #1 PROJECT NO: 169867 DRAWN BY: RNA CHECKED BY WEB -48VDC CIRCUIT PROJECT NO: 169867 DRAWN BY: RNA CHECKED BY WEB • m ■ a ll ` uIu M E ■ . " '3 PROPOSED FUTURE / RRH'S RRH'S SPARE AT 81 Gi A2 " C2 " rC4 C2 C3 09 02 03 NO (DO NOT USE) C NO mommomm PROJECT NO: 169867 CHECKED BY� WEB' Ii go ffm AIRE DIAGRAM N #r SCALE SLOCK TO GROUNONG aw 90950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66270 (973) 458 -°2000 DRAWN BY� RNA CHECKED SY WEB imll [JE • EXTEND (2) #2 A. TINNED CU CONDUCTORS TO PROPOSED GROUNDING eAR AND MAKE A MECHANIM CONNECTION. GROUNDING CONDUCTOR EXOTHERMIC CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 0 TEST GROUND ROD WITH INSPECTION SLEEEVE. GROUNDING COMPRESSION TYPE CONNECTIONS ( HOLE LUG OR EQUIVALENT) { GROUND ROD WITH INSPECTION SLEEVE 1I4 EXOTHERMIC WITH INSPECTION SLEEVE lZammomm d, PROPOSED AT&T ANTENNA (PAINT TO MATCH EXISTING) ALPHA — I SECTOR PROJECT NO: 169867 DRAWN BY: RNA CHECKED BY: WEB IM. No 3E PM. GROUND GROUND 11 0 112/t4/20111 MSM FW POW RKVV DOE DESCRIPTION m qvv � X,.. w- --t A GROUNDING CONDUCTOR EXOTHERMIC 0 CHEMICAL ELECTROLYTIC GROUNDING SYSTEM 0 TEST GROUND ROD WITH INSPECTION SLEEVE +WT GROUNDING 8AR I COMPRESSION TYPE CONNECTIONS (TWO HOLE LUG OR EQUIVALENT) a I GROUND ROD )MTH INSPECTION SLEEVE '11A I EXOTHERMIC WITH INSPECTION SLEEVE w It Ufa S ma (TYR) BETA SECTOR a • *a :a a s EQUIPMENT GROUN a a a *• a (AT&T) ALL ISOLATED GROUNDING REFERENCE (AT&T) GROUNDING WINDOW BAR '• ! « >• D ETA mw��� PROJECT NO3 169867 DRAWN BY: RNA CHECKED BY. OYES 0 112 fSSU0 MR POW REV DATE CIESCRIPPON 3LACK HEAT SHRINK UV RATED CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK rr- r- r.�r�� � EL COPPER ING BAR r^rr° D ETAIL .. , rl s (SEE NOTES 1 & 2) 12" MR F TA # t�NNET #N �?F GAL G C7t1NC} #NCB K #T TO ANT NNA A LE NO SCALE IT IS A V4LATION Of LAW FOR ANY PERWN. UNLESS THEY ARE ACTING UNDER Tr#E OtRECDON OF A LICENSED PROFESSIONAL M NEM TO ALTER Da DOCtWOO, . NEWTON INSTRUMENT COMPANY, INC. UTNER, N.C. NO REQUIRED DESCRIPTION_ I 1/4 "x4 "x48" SOLID GROUNDING BAR 2 A -6056 WALL MOUNTING BRACKET a . 3061-4 INSULATORS ` 4 3015 -8 5/8 LOCKWASHER a • *a :a a s EQUIPMENT GROUN a a a *• a (AT&T) ALL ISOLATED GROUNDING REFERENCE (AT&T) GROUNDING WINDOW BAR '• ! « >• D ETA mw��� PROJECT NO3 169867 DRAWN BY: RNA CHECKED BY. OYES 0 112 fSSU0 MR POW REV DATE CIESCRIPPON 3LACK HEAT SHRINK UV RATED CONDUCTOR INSULATION TO BUTT UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK rr- r- r.�r�� � EL COPPER ING BAR r^rr° D ETAIL .. , rl s (SEE NOTES 1 & 2) 12" MR F TA # t�NNET #N �?F GAL G C7t1NC} #NCB K #T TO ANT NNA A LE NO SCALE IT IS A V4LATION Of LAW FOR ANY PERWN. UNLESS THEY ARE ACTING UNDER Tr#E OtRECDON OF A LICENSED PROFESSIONAL M NEM TO ALTER Da DOCtWOO, . TO LOW NOISE AMPLIFIER #4 OR #6 AWG STRANDED UNITS (LNA) (WHEN REQUIRED) CU CONDUCTOR WITH GREEN, AND RECENE ANTENNA 600V, ,. THWN -2 INSULATION GROUNDING BAR ON (S£E NOTE 6) WALL. FLOOR, OR ON ANTENNA TOWER ---\ RX1 /RX2 MRX3 /RX2 TO TRANSMIT ANTENNA t ! 3 i STANDARD GROUNDING $ KIP ) R (SEE MOTE 5) ANTENNA E TO r 12 AWG GROUNDING CONDUCTOR TO GROUND RIME � #6 AWG GROUNDING MLE A / (PROVIDED W/ KIT) CPS ANTENNA PROPOSED GPS ANTENNA MOUNT ANDREW P/N MTC2103 OR APPROVED EQUIVALENT •-- EXISTING H -FRAME POST �,, PROPOSED U— TS 10950 GRANDVIEW DRIVE OVERLM40 PARK, KANSAS 66210 (913) 458 -2000 PROJECT NOc 169867 DRAWN BY. RNA CHECKED BY; WE8 .�... RNA a# i AANIENNA . # rt mm MANUFACTURER'S SPECIFICATIONS UWE 6 Ili 19 i6 uiE I k 7 I ski am . 11 041=4 11 1 ImammomsEllim EXISTLNG VERT)CAL CABLE TRAY 1, CONTRACTOR TO PROIADE PENETRATIONS AS NECESSARY TOO FACVTATE ROUTWG OF COAX JUMPER CABLES, PRIOR TO CORE OMLLING, CONTRACTOR TO USE NON-GESTRUCTNE TESTING TO LOCATE AND AVOID CUTTING RE R, I I I*: ffil �. - --- - - ----------- r 0 PROJECT NO: 169867 DRAWN BY: RNA CHECKED BY: WE E? PROJECT' I m IT 6 A 'VIOLATION OF LAW FOR ANY PERSON. UMISS TWY ME ACIM UWER THE OREMM OF A LICENSED PROFESSONAL ENGMEk TO ALTE R THIS 00CLUENT, Y&W 2 j{RUTH ELEVATION NO SCALE (ANTENNAS NOT SHOWN FOR CLARITY) YLEW-3 EA5LIL�VATION NO SCALE (ANTENNAS NOT SHOWN FOR CLARITY) mm��� PROJECT Nth; 169867 DRAWN 8Y: RNA CHECKED BY WEB it tT M A MEA310N OF LAW MR ANY PERSON. UNLE THEY AM ACTINO UNDER THE 0IRECR OF A =NSEO PROFESSO4& ENSN€Ek TO ALTER THOS OMUMENt " 1 City of Wheat Ridge ZONE CODE: UA USE: UA Res. Accessory Struc PERMIT - 111045 PERMIT NO: 111045 ISSUED: 09/01/2011 JOB ADDRESS: 7530 W 38TH AVE EXPIRES: 08/31/2012 DESCRIPTION: Install 10 x 15 shed- remove existing * ** CONTACTS * ** owner 303/422 -3459 Wheat Ridge UMC sub 303/216 -0242 Ted Peterson 01 -7557 Ted's Sheds ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0556 BLOCK /LOT #: 0/ Conditions: LM: Note: Owner /Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plane 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 performed and that all work to be performed is disclosed in th docum and o its' accompanying approved plans and specifications. Signature of ' OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ] Zat jjge COMMUNITY DEVELOPMENT i Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 /a F( Date: Plan # Permit # C Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit A / Property Address: /J�—`j " �(/S) � ' p p gf/E � Property Owner (please print): tiv/7 �1JXrN /it t � Phone: V� 3Z`T 1 7 0100 Mailing Address: (if different than property address) Address: City, State, Zip: v// 1, FffT R CO ?O Contractor: �� ���� Contractors City License #: Phone: Sub Contract_o_ lrs Electrical: Plumbing: Mechanical City License # City License # City License # Descriptionof k D r $ Contract Value: 12 i Review Fee ` I t time of submittal): - - Squares BTU's Gallons Amps Sq Ft. Lj0 $ (f�a(jJ ccvv OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate, applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate;. that I have read and agree to abide by all conditions printed on this application and that .I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application.. CIRCLE ON ,((0)WNER)CONTRACTOR) g rr ` (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)) PRINT NAME: ✓V ��� / l � �' SIGNATURE: /J DATE: o 7 D � .. , .. .. nitn kYfTRllCA1VT 1, aquiretl � Bldg Valuation: $ 5 Howto usethis 991 At least two completed documents must be provided to apply fora building permit. 1. Complete this building guide by filling in the applicabteiblank,&-,�R.- 2. Provide a floor plan (site plan) showing dimensions of ydur to existing bruildingsoftnyqprod t.nr, structures on the property and the distance to existing yzl 3. Fill out a permit application , Sheds under 120 squarefeet in size require a NOFEE"Avolaed6r rf "erm"i on y: Sheds greaterthan 120 square feet require a "Building Permit" alongwith the above information. Roof di Roof cover material 2x Rafters @ /711 1 J,)Wo.c. 12 P% fr� Span ILI) I I , — 2x studs @ 14 O.C. , Siding q A Minimum 16 Ga. metal straps with 8/16d nails and bolted to ground anchorw/1/2" bolt. — Min. 1/2" Dia. Anchor@ WD" o.c. & 12" from corners. Exist. Grade —1' 3-1/2" Minimum Concrete Slab ---V 2x 6 Floorjoist T7 x -!T Skids @ 4 6-C. yzw e 36" Anchor/ 8" Dia. Caisson - Located at EACH corner s en Exist. Grade -5'Ae 4),,Q16QSg -f4A -7—'e -7Z57.< Building Guide Howto usethis 991 At least two completed documents must be provided to apply fora building permit. 1. Complete this building guide by filling in the applicabteiblank,&-,�R.- 2. Provide a floor plan (site plan) showing dimensions of ydur to existing bruildingsoftnyqprod t.nr, structures on the property and the distance to existing yzl 3. Fill out a permit application , Sheds under 120 squarefeet in size require a NOFEE"Avolaed6r rf "erm"i on y: Sheds greaterthan 120 square feet require a "Building Permit" alongwith the above information. Roof di Roof cover material 2x Rafters @ /711 1 J,)Wo.c. 12 P% fr� Span ILI) I I , — 2x studs @ 14 O.C. , Siding q A Minimum 16 Ga. metal straps with 8/16d nails and bolted to ground anchorw/1/2" bolt. — Min. 1/2" Dia. Anchor@ WD" o.c. & 12" from corners. Exist. Grade —1' 3-1/2" Minimum Concrete Slab ---V 2x 6 Floorjoist T7 x -!T Skids @ 4 6-C. yzw e 36" Anchor/ 8" Dia. Caisson - Located at EACH corner s en Exist. Grade -5'Ae 4),,Q16QSg -f4A -7—'e -7Z57.< r— APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Sign Work shall comply with the following codes: 2006 IRC, 2006 wHEn p� IECC, & 2005 NEC. �._ -- ' O Rafters shall bear fully at heel cut and shall have one H2.5 clip per Wheat Ridge Building Department rafter at bearing point. A proved er All shingles shall be nailed with a G UFFICIAL DATE minimum of 6 nails per shingle and t . Wldig of permit: The issuance of a permit or approval of plans, specifications mid roof inspection required on tile, computations shall not be a permit for, or an approval of, any violation to concrete, or metal roofs. any of the provisions of the building code or of any City ordinances. 1 ' Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. r— APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Sign m 0� M 8� �bn kA Q- .�2at ly cr-yM .06R PtM,01v FN �, r T SHE'D � � sr-f�➢ laxl ,� 1 � JA PRVE D y. BY: DATE: COMMENTS: 0 ref Lg - 3 t V � M c M � o I . i 2 / -M D / WC " s City of Wheat Ridge _ter � Residential Roofing PERMIT - 110426 PERMIT NO: 110426 ISSUED: 04/22/2011 JOB ADDRESS: 7530 W 38TH AVE EXPIRES: 04/21/2012 DESCRIPTION: Reroof 150 sq ft of 80 mil PVCmembrane cover * ** CONTACTS * ** owner 303/425 -6959 Gordon Allison SUB 303/443 -5843 Conrad A. Kawulok 01 -8891 B & M Roofing of Colorado ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0556 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED... PROJECT VALUATION: 6,344.00 FEES Permit Fee 156.75 Total Valuation .00 Use Tax 114.19 ** TOTAL ** 270.94 " Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 - a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. 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 performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of 'rR' Y 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 original permit fee. 3. I£ 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 and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspectio . Signature of uilding Offical Date INSPECT N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUEST MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. H eddincg e.` inspeci oils Services Dbrisiotr �! Y 7500 W. 29 Ave., Wheat fridge, CO 80033 _ Office: 303 - 235 - 2855" Fax: 303 - 237 -8929 inspection Line: 303 - 234 -5933 Building Perri i °.ppllcaYiurt o,rt, Alit:,, 153p Property Owner (please print): 6OP -DO / IL -30N Phone. iVlailing Address: (if different than property address) Address: City, State, Zip` i;t7lRtl'4tCD`: _Db?__l.. _Rsxr_�_F�._. Contr City License #: Phone 3 yy; S T44 __._ - -___ , __.._ _.._-_ _ .__. _ Electrical: Plumbing: Mechanical. City License # City License # City License # T t i?:3# p _ Zell a''w "a.o i °AC uia g ;� �Contra P at.or 4'btsLads. -- - - - Review Fee (due at time of submittal): ' Squa BTU's Gallons _ Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 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 1 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 anyentiTy in is a rplication to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTNORI2EDREPRESENTATIV of (OWNER) (CONTRACTOR) PRINTNAME: _F>AFVTTAY"1L. SIGNATURE: DATE: it.. ,�_ � u. ,_.. -✓ . -... ,. � _,,..._ . wr�ra�uaYavaw��t��t .SQas „r5rtl�Y „ _'M. �. r._ ��s , Bldg Valuation: a__ City of Wheat Ridge l Commercial Electric PERMIT - 110253 PERMIT NO: 116253 ISSUED: 03/15/2011 JOB ADDRESS: 7530 W 38TH AVE EXPIRES: 03/14/2012 DESCRIPTION: AT &T is adding 2 antennas on the south face of the steeple * ** CONTACTS * ** owner Wheat Ridge United sub 303/343 -6544 Randall Hanson 02-0736 MOUNTAIN WIRELESS ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT#k: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 20,000.00 FEES � Permit Fee 362.80 Plan Review Fee 235.82 L �r UU • Total Valuation .00 Use Tax 360.00 ** TOTAL ** 958.62 C(�� ?�- Conditions: LM: Approved. Steeple zoned R -C. Must be consistent with Section 26 -615 - antenna painted to match steeple; maximum protrusion from structure face is 2 -feet. Subject to field inspection. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. 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 name. ithin this document as parties to the work to be performed and that all work to be performed is disclosed in thi cu en an or its' accompanying approved plans and specifications. SigAsJa*fe of 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 m ore t han 180 days made be granted at the discretion of the Chief Building Official and may be subject to -a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of ny applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field 'n ec Pon Signature,# ChV Building Offical Date INSPEC ION.REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. LA 7 City of tl CO,SAMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 �G Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address; 7 o 1„j , Property Owner (p /ease print): Wf ¢at 2+cr :r_ I/tntc� 12Uoc�`." GG�.vJC�n Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Con ractor: M Q V M - A i n Contractors City License #: Phone: q 5'l , ] ` SubContractdrs" Electrical: Plumbing: Mechanical: � rr City License # City License # City License # DesrlAonbfwoXk 1 X t n, t Y {,No �I4 wAzi 'aA kkc' 5 YL-v $ C1 K1 +� g { ,f Co ' Gall„ ,.� �. A Q, Ae-eyl 0'� 6 Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft $ 23El92- OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: c '1 { Ta ylo( SIGNATURE: - -- DATE: E � ) X u"' h ` '. Y /iv ; u, r. p ,.rr�. ti ✓" Y ✓"w ) � � r 4 ZONING COMMl<IJ'I'S '�' ``�'"�° �3�Nr � A t$ �0��7 ✓'s y��5i��i^Sssa{��� u �,,7r���� � x�x" r \� z~w 7�r'* �`,- � � P.a'�t� WwI�(�c. 3 apyy "�r f , ✓.� J�N iti. ✓� r .J'� ) i j� ". � s ) i ZOm �+�y� ru ;Sif' - i�v^�/�q�" ���I yt�i� � % ✓f✓%w: IS r ✓ ds "�l.A t .r '� Y;zoc� �r -xx' � . � RBVICWQJ' ��i G.��x1)'Cvl',.��e1H `�.G�w"� � T'etii�c ��cr�� �2`i�rk�� b�, f✓'' �.F r ;rr �r� ?��a,�� -` �"- ✓ ✓+ l lP 2 k i \ , Nl'! L ✓ � .; �/ F ,1) 1. �/ x � �+ ` � �l III �?r�'rr�, �.'*1�4. ht s � � ����� F� � �i �"✓'.: � ;"3�` ° �r '" 15� � � ens✓ �) �� _: r6U)LDING DEPARTtv1ENTCO1v1�EN S �g ✓� �- Ji "f�.y�a�'.�'��r'R����""�'",s" .,,;i 'v ,� "y 1�� ✓r�r. �,, �,�. k e r .5.. � fl�'� T�p� r S� /�� el J rv, rr✓yix .P x 3 / a /„U � ;'y ✓� - ✓, -' f�� �, RevleWer ��! /� r '" �w.5 "�,�j ! t✓ ..�`i ✓� %s:?' 'n7 r.- "✓"!�ar�r ^'tr l`r5`x ° t's'3'" r F� j�- ✓ � jryY � � J`'� � � ga��r�a�„'Jr�? "✓� rfa f`"� yr . 7 � � a yt ✓ G � xu E -✓ r rx a r C r rw � ✓.F ✓ :**.Yr'' .t "v'�?t` ✓�' c !r' d t.,,.n ?" Y r"< rS Q , fv C *gy <� � s + J� .-, i✓ / � ��� y1�� rye r c ��7�xz ��f r' ✓ �, ✓ "�.J r C � r ✓ �r r f�� ✓ i � M >pc.�i ) ✓r, e. � � r r - "PUBLIC WOJ�KSr60lvIMEHTS "^ '"� '� r'✓' � 7- "� ' ! � ✓ a� � ✓ � OCCUPANC1r' r' < r � J f 3 ✓x i;,,, a ° n, r ✓.u':+' � sir S/ ✓ ✓ r ,r �' N � r ^� - "✓ 3 Y R eV1eWeT M ) / Jf ✓��`�i'r ��!/ j °. ° �n� f l£k J x�. � �x /h � 9x,r z� z s i a l ljr L r Jff d r qfi" S s.. e' A/ w p✓- i.�'`)rs'1/,x i ✓ z� / r / v? O / Y" �V' / N l r✓' )'^.a J) �rd� rFIRE DEPARTMENT O`sappTOVed w / nmejlts�, r �dlsapproved ❑tOTeyle)v reOHlred Bldg Valuation $ Page I of 1 Sarah Showalter From: Sarah Showalter Sent: Thursday, March 10, 2011 2:27 PM To: Icametz@terracon.com' Subject: 7530 W 38th Avenue Hello, I am writing in response to the invitation to comment on the proposed collocation of additional antenna on an existing structure at 7530 W. 38th Avenue in Wheat Ridge. The City of Wheat Ridge met with the applicant on March 10, 2011 and informed them of the building permit process that will be required. Because the steeple to which the proposed antenna will be added is located in a commercial zone district (Restricted -Commercial, or R -C), a building permit will be required and the following criteria must be met (per Section 26-615.E of the Wheat Ridge Zoning Code).- (1) ode):(1) The antenna must be architecturally compatible with and colored to match the building or structure to which they are attached. (2) The antenna may not extend more than 2 feet from the building face to which they are mounted We have no other comments or concerns related to this project. Thank you, Sarah Showalter, AICP, LEER A Planner I! 7500 W. 29th avenue Wheat Ridge, Colorado 8003.3 Office Phone: 303-235-2849 Fax: 303-235 2857 tiv�A,r�+.ci.whe�t rich �e.co.t.i�, CONFIDENTIALITY NOTICE: This e-mail amtains btlSIne5J-confidential inlixmation. It is intended only I'M r the use of the individual or entity named above. If you are not the intended recipient, you are notified that eny disclosure, copying, di,u ibUtion, electronic storage or use of this communication is prohibited. If you received this communication in erro1 . please notify us immediately by e-mail, attaching the original message, and delete the original mes--L'c from your computer. and am nct\v ork to which your computer is connected. Thank you. 03/10/201 1 City of /Wh6atIidge MUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE -APPLICATION MEETING SUMMARY Meeting Date: March 10, 2011 Applicant: AT&T Representative: Ray Taylor Reliant Land Services, Inc. 720-220-8954 Ray.Taylor uxlsusa.com Attending Staff: Sarah Showalter, Planner II Lauren Mikulak, Planner I Specific Site Location: 7530 W. 38`x' Avenue, Wheat Ridge, CO 80033 Existing Zoning: R-3 and R -C (Steeple is in R -C) Existing Comp. Plan: Main Street / Neighborhood Buffer Existing Site Conditions: The property is located at 7530 W. 38"' Avenue and has split zoning designations: the majority of the property is zoned Restricted -Commercial (R -C), and a small strip along the western property line is zoned Residential -Three (R-3). The site is approximately 2.8 acres in size (124,582 square feet)* and includes a church on the north side of the parcel and a surface parking lot to the south. A brick steeple is located north of the church and is within the portion of property zoned Restricted -Commercial. The applicant, AT&T, currently has two structure -mounted commercial mobile radio service (CMRS) antennas on the north and west sides of the steeple. Both are architecturally compatible and comply with the City's zoning code. Applicant/Owner Preliminary Proposal: The applicant, AT&T, is proposing to locate a third CMRS facility on the steeple at 7530 W. 38"' Avenue. The proposed structure -mounted antenna will be located on the south side of the steeple and will be designed to match the steeple and the existing antennae. The proposed antenna will add a third sector to AT&T's two existing sectors and will fulfill the applicant's coverage objectives. All parcel data is from the Jefferson County Assessor's Office. There are no changes to the accessory equipment on the ground associated with this proposal, and there are currently no plans for a fourth CMRS facility on the east side of the steeple. Will a neighborhood meeting need to be held prior to application submittal? No, a neighborhood meeting is not required as only a building permit will be required. Planning comments: Section 26-615 of the Wheat Ridge Zoning Code states that structure -mounted CMRS facilities may be located in Restricted -Commercial (R -C) zone districts provided they are reviewed by the Department of Community Development. It also establishes the following requirements for structure - mounted CMRS facilities: • Such facilities shall be architecturally compatible with and colored to match the building or structure to which they are attached • The maximum protrusion of such facilities from the building or structure face to which they are attached shall be two (2) feet. The proposed antennae will need to meet the above requirements, to be assessed by the planning staff as part of the building permit review. Process The only process required will be to apply for a building permit. The permit application will need to include construction drawings, including details showing how the antenna/ will be mounted to the building ti Architectural and Site Design Manual (ASDM) The Architectural and Site Design Manual (ASDM) does not apply in this case. Building Division comments: The building division was not present at the meeting and does not have any comments. The building division will review the permit application. Specific questions may be addressed to John Schumacher, the Chief Building Official. Public Works comments: Public Works was not present at the meeting and has no comments. Attachments: Pre -application transmittal sheet Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Sarah Showalter — Planner II 303-235-2849 Lauren Mikulak — Planner I 303-235-2845 John Schumacher — Chief Building Inspector 303-235-2853 2 City 01 Wheat Rjdge City of Wheat Ridge Pre -Application Transmittal Sheet Date: March 10, 2011 Property location: 7530 W. 38th Avenue, Wheat Ridge, CO Now that the required pre -application meeting has been held, the next steps in the process will be: ❑ Schedule a neighborhood meeting ® Submit building permit application ❑ Submit land use application (after neighborhood meeting) The following documents are required upon submittal of the Building Permit Application: ® Pre -application transmittal sheet ❑ Property deed ❑ Land use application ❑ Letter of request ® Building permit application ❑ Property owner consent ❑ Full set of civil drawings ❑ Drainage report ❑ Outline Development Plan ❑ Traffic impact letter ❑ Final Development Plan ❑ Traffic study ❑ Final Plat ❑ Soils report ❑ Site Plan ❑ Grading/erosion control plan ❑ Survey/I.L.C. ❑ Electronic copy of Plat (In AutoCAD format) ❑ Other: All of the listed items must be submitted to constitute a complete application. If any of the items are not included in the submittal, the application will be returned without review. City of Wheat Ridge Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridge.co.us February 24, 2011 Irerracon Ms. Sarah Showalter City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80215 RE: Invitation to Comment Proposed Collocation of an Additional Antenna on a Existing Non -Tower Structure Applicant Name: AT&T Mobility, LLC Site Name: 38th & Wadsworth Site Number: DN1445 7530 West 38th Avenue Wheat Ridge, Jefferson County, Colorado Terracon Project No. 25098012.11-8 Dear Ms. Showalter: On behalf of AT&T Mobility, LLC, Terracon is writing to invite your comment on the effect of the above - referenced project on historic resources within the project Area of Potential Effects (APE) that are eligible for the National Register of Historic Places. We are requesting your review pursuant to Section 106 of the National Historic Preservation Act, the Advisory Council on Historic Preservation's regulation for compliance with Section 106, and the Nationwide Programmatic Agreement on the Collocation of Wireless Antennas (adopted March 16, 2001), and the Nationwide Programmatic Agreement effective March 7, 2005. Field assessment for both historic properties and archaeological sites will be conducted and a determination will be made of the project's direct and indirect effects on eligible properties. The City of Wheat Ridge is invited to provide information concerning historic or archaeological properties already listed in the National Register or that could be eligible for listing in the National Register. AT&T Mobility, LLC, proposes to add an additional antenna to the current antennas array located on the church bell tower at the above address. The proposed additional antenna collocation is located at township 3S, range 69W, section 26, longitude 105° 04'49.17" W, latitude 39° 46'08.67" N. If you would like to comment on this undertaking, please respond to this letter within 30 days of its receipt. Thank you for your response on this matter. If you have any questions concerning this letter, please do not hesitate to call the Terracon office at 303-423-3300. If you wish to respond by email, I may be reached at cametz@terracon.com. Sincerely, 1 Terracon Corrie A. Metz Project Manager Attachments: Site Plan Map, Topographic Map, and Site Photographs Copies to: Addressee (1 copy), Project file (1 copy) Terracon Consultants, Inc. 10625 W. 1-70 Frontage Rd. N, Suite 3 Wheat Ridge, Colorado 80033 P [3031 423 3300 F [3031 423 3353 terracon.com lark Land Surveying, Inc. Boundary • Mapping • GPS September 28, 2005 RE: DNVRCO-1445 7530 W. 38"' Avenue Wheat Ridge, Colorado 80033 I, W. Russell Clark, a registered Professional Land Surveyor, hereby state that the following Latitude and Longitude values for the center of the above referenced antenna are accurate to within 15 feet +/- horizontally and that the following antenna site elevation is accurate to within 3 feet +/- vertically: HORIZONTAL DATUM: NAD 83 Antenna: Latitude: 39°46'08.67" N Longitude: 105°04'49.17" W VERTICAL DATUM: NAVD 88 Ground Elevation at Base of Structure: 5448.0 feet Proposed Antenna Centerline: 45'-0" above ground level: Elevation at 5493.0 feet Top of Structure: 63'-11" feet above ground level: Elevation at 5511.9 feet Overall Structure Height: 78'-7" feet above ground level: Elevation at 5526.6 feet W. 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View to the west. 2006 INTERNATIONAL BNGNNEE�RING 2008 NATIONAL ELECTRIC CODE TIA/EUA-222-F OR LATEST EDITION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR AT&TS WIRELESS TELECOMMUNICATIONS NETWORK. INSTALLATION OF (2) PIPE MOUNTED PANEL ANTENNAS INCLUDING (4) COAX, (2) TMA's AND (4) DIPLEXERS IS PROPOSED. SITE INFORMATION PROPERTY OWNER: WHEAT RIDGE UNITED ADDRESS: METHODIST CHURCH W 39TH AVE 7530 W. 38TH AVE. SITE TYPEIFICATIONS. WHEAT RIDGE, CO 80033 TOWER OWNER: X SITE NAME: 38TH & WADSWORTH SITE NUMBER: DN1445 - COU1445 SITE CONTACT: X B&V SITE AQ: x SITE ADDRESS: 7530 WEST 38TH AVENUE PROPERTY OWNER: WHEAT RIDGE, CO 80033 COUNTY: JEFFERSON LATITUDE (NAD 83): 39' 46' 6.816" N 4 39.76856 LONGITUDE (NAD 83): 105' 4' 48.216' W 287 hof' -105.08006 GROUND ELEVATION: 5448' AMSL ANTENNA CENTERLINE: 45'-O', 39'-3' AGL ZONING JURISDICTION: WHEAT RIDGE ZONING DISTRICT: X PARCEL #: X OCCUPANCY GROUP: U CONSTRUCTION TYPE: V -N POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: QWEST SITE ACQUISITION CONTACT: RAY TAYLOR 720-220-8954 Lgy.tavl �or®rlsusO.comrl..usrlsusa.com RF ENGINEER: WINNIE LAI (314) 724-9605 PROJECT MANAGER: MICHAEL DERRICK (303) 408-3090 CONSTRUCTION MANAGER: BERT HAMLN (303) 250-6270 IF USING 11"x17" PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6300 SYRACUSE WAY SUITE 300 CENTENNIAL, CO 80111 CONTACT: JEREMY JOHNSON PHONE: (720) 834-4331 38TH & WADSWORTH DN1445 - COU1445 3755003307 at&t SECTOR ADD 64'-0" BELL TOWER DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT&T OFFICE: TAKE IVERNESS PARKWAY, GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD, GO 0.11 MILES, KEEP RIGHT ONTO 1-25 N RAMP, TAKE EXIT 209B, GO 13.11 MILES, TURN RIGHT ONTO W 6TH AVENUE FWY RAMP, GO 2.25 MILES, KEEP RIGHT ONTO US 6, GO 1.44 MILES, KEEP RIGHT ONTO SR 121, GO 0.15 MILES, KEEP RIGHT ON SR 121, GO 0.04 MILES, KEEP RIGHT ONTO SR 121, GO 2.92 MILES, TURN RIGHT ONTO CR 180, GO 0.09 MILES, TURN RIGHT ONTO VANCE STREET, GO 0.06 MILES, ARRIVE AT SITE. TOTAL DISTANCE 20.73 MILES APPROVALS VICINITY MAP LOCAL MAP SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED 287 W 39TH AVE MAY IMPOSE CHANGES OR SITE TYPEIFICATIONS. C-2 k If 1 [° x �Ary a 121 1 DATE: AT&T REAL ESTATE MANAGER: 20.. AT&T COMPLIANCE MANAGER: 121 r r -------- - B&V SITE AQ: DATE: B&V CONSTRUCTION MANAGER: CR 180 PROPERTY OWNER: MeV TRidge- i 3 DATE: 38TH & WADSWORTH DN1445 — COU1445y` I 38TH &WADSWORTH 1 4 7530 WEST 38TH AVENUE _ ma WHEAT RIDGE, CO 80033 33 m! 4, DN1445 — COU1445 = i h,'7530 WEST 38TH AVENUE 287 hof' M' WHEAT RIDGE, CO 80033 40 to a- 8 I Bth $ gg 85 �20 W„ALAMEC)A AV - 121 W 35TH. PLi , ._ �� 95 ._ W"—STH A E 87 NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT&T OFFICE: TAKE IVERNESS PARKWAY, GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD, GO 0.11 MILES, KEEP RIGHT ONTO 1-25 N RAMP, TAKE EXIT 209B, GO 13.11 MILES, TURN RIGHT ONTO W 6TH AVENUE FWY RAMP, GO 2.25 MILES, KEEP RIGHT ONTO US 6, GO 1.44 MILES, KEEP RIGHT ONTO SR 121, GO 0.15 MILES, KEEP RIGHT ON SR 121, GO 0.04 MILES, KEEP RIGHT ONTO SR 121, GO 2.92 MILES, TURN RIGHT ONTO CR 180, GO 0.09 MILES, TURN RIGHT ONTO VANCE STREET, GO 0.06 MILES, ARRIVE AT SITE. TOTAL DISTANCE 20.73 MILES APPROVALS DRAWING INDEX THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE TYPEIFICATIONS. C-2 AT&T RF ENGINEER: DATE: AT&T OPERATION MANAGER: DATE: AT&T REAL ESTATE MANAGER: DATE: AT&T COMPLIANCE MANAGER: DATE: B&V SITE AQ: DATE: B&V CONSTRUCTION MANAGER: DATE: PROPERTY OWNER: DATE: MUNICIPAL: DATE: at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 Q BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY: WEB 8 1 02/14/11 1 RENEW COMMENTS A 1 11/23/10 ISSUED FOR RENEW REV T DATE DESCRIPTION �OO\� G \\ IT IS A NOON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 38TH & WADSWORTH DN1445 — COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 DO NOT SCALE DRAWINGS SECTOR ADD SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO SHEET NUMBER (800)922-1987 WWW.UNCC.ORG T-1 3 WORIONG DAYS URLTTY NOTIFICATION PRIOR TO CONSTRUCTION DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET C-1 OVERALL SITE PLAN C-2 SITE ELEVATION RF -1 BETA SECTOR CONFIGURATION RF -2 RET CONFIGURATION RF -3 COAX COLOR CODING RF -4 RF SIGNAGE DETAILS G-1 GROUNDING DETAILS G-2 GROUNDING DETAILS GN -1 GENERAL CONSTRUCTION NOTES GN -2 GENERAL ELECTRICAL NOTES at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 Q BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY: WEB 8 1 02/14/11 1 RENEW COMMENTS A 1 11/23/10 ISSUED FOR RENEW REV T DATE DESCRIPTION �OO\� G \\ IT IS A NOON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 38TH & WADSWORTH DN1445 — COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 DO NOT SCALE DRAWINGS SECTOR ADD SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO SHEET NUMBER (800)922-1987 WWW.UNCC.ORG T-1 3 WORIONG DAYS URLTTY NOTIFICATION PRIOR TO CONSTRUCTION NOTES 1. CONTRACTOR TO REPLACE DAMAGED FENCE SECTIONS AS REQUIRED. 7492 COUNTY ROAD 180 OVERALL SITE PLAN SCALE: 3/16" = 1'-0" 0 5' 10' ICE BRIDGE LEGEND at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 Q BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY: WEB B 02/14/11 REVIEW COMMENTS A 11/23/10 ISSUED FOR REVIEW REV DATE I DESCRIPTION � G r1l VIOLATIONFOR ANY PERSON, THEYARE ACTING UNDER THE DIRECTION LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 38TH & WADSWORTH DN1445 - COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 EXISTING COAX CHASE PROPOSED ANTENNA NORTH ELEVATION SCALE: 3/16' = 1'-0" EXISTING ANTENNA TO BE ADJUSTED TO NEW AZIMUTHS (ALPHA SECTOR) EXISTING BELL TOWER EXISTING AT&T ANTENNA (TYP) C2 GAMMA AZIMUTH SECTOR 290' EXISTING ANTENNA TO BE ADJUSTED TO NEW AZIMUTHS I (GAMMA SECTOR) TOP OF SPIRE CL EL. 78'- (1) PROPOSED AND (2) EXISTING AT&T ANTENNAS CL EL. 45'-O" (1) PROPOSED AND (2) EXISTING AT&T ANTENNAS CL EL. 39'-3' ALPHA SECTOR A2 AZIMUTH /- , 40' BETA SECTOR ® ELEVATION 39'-3" NO SCALE 6' 4' 2' 0 5' 3/16"=1'-O' EXISTING COAX CHASE PROPOSED ANTENNA PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT ALPHA ANTENNA TYPE SECTOR EXISTING ANTENNA TO BE Al ADJUSTED TO NEW AZIMUTHS AZIMUTH (ALPHA SECTOR) 40' EXISTING BELL TOWER 40' EXISTING AT&T A2 ANTENNA (TYP) 40' Cl 81 GAMMA AZIMUTH 180' SECTOR P90' 2/4 45-0' EXISTING ANTENNA TO BE 1 80' ADJUSTED TO NEW AZIMUTHS POWERWAVE P65 -15 -XLH -RR (GAMMA SECTOR) 0/0 2/4 BETA 2 SECTOR B1 dAVA-5- AZIMUTH EXISTING ANTENNA 180' NO CHANGE ANTENNA LAY TRO ® ELEVATION 45'-0" NO CHANGE NDSPOSED CALE EXISTING SPIRE - EXISTING COAX CHASE PROPOSED ANTENNA NORTH ELEVATION SCALE: 3/16' = 1'-0" EXISTING ANTENNA TO BE ADJUSTED TO NEW AZIMUTHS (ALPHA SECTOR) EXISTING BELL TOWER EXISTING AT&T ANTENNA (TYP) C2 GAMMA AZIMUTH SECTOR 290' EXISTING ANTENNA TO BE ADJUSTED TO NEW AZIMUTHS I (GAMMA SECTOR) TOP OF SPIRE CL EL. 78'- (1) PROPOSED AND (2) EXISTING AT&T ANTENNAS CL EL. 45'-O" (1) PROPOSED AND (2) EXISTING AT&T ANTENNAS CL EL. 39'-3' ALPHA SECTOR A2 AZIMUTH /- , 40' BETA SECTOR ® ELEVATION 39'-3" NO SCALE 6' 4' 2' 0 5' 3/16"=1'-O' EXISTING COAX CHASE PROPOSED ANTENNA PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT SECTOR ANTENNA TYPE ANTENNA AZIMUTH TILT CENTERLINE ELEVATION COAXIAL CABLE I MECH. ELEC. QTY I LENGTH I TYPE Al EXISTING ANTENNA 40' NO CHANGE A2 EXISTING ANTENNA 40' NO CHANGE 81 POWERWAVE P65 -15 -XLH -RR 180' 0/0 2/4 45-0' 1 2 1 80' B2 POWERWAVE P65 -15 -XLH -RR 180' 0/0 2/4 39'-3" 2 80' dAVA-5- C1 EXISTING ANTENNA 290' NO CHANGE C2 EXISTING ANTENNA 290' NO CHANGE GENERAL NOTES 1. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. FOLLOW MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, WHEN TOWERS WHICH ARE OVER 200', ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 2. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNDING BAR DOWNLEADS MINIMUM DISTANCE OF 4-0' BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 3. THE SUBCONTRACTOR SHALL BE RESPONSIBILE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 4. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMENDATIONS. COAXIAL ANTENNA CABLE NOTES 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, SUBCONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO ANTENNA SYSTEM LABELING STANDARD' NO -00027 REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/Y DIA. LDF AND SHALL NOT EXCEED 6'-0" 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. ANTENNA MOUNTING NOTES 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222 STANDARDS OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIP GALVANIZE COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN .ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS.. 6. ANTENNA SUBCONTRACTOR SHALL ENSURE ALL ANTENNA MOUNTING PIPES ARE PLUMB AND LEVEL. 7. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR, 8. SUBCONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE DOCUMENTATION TO AT&T. 9. LINES 1 & 2 TO HAVE TMA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE PREFERABLY IN A VERTICAL POSITION. 10, 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. at &t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 n . BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY: WEB B 02/14/11 REVIEW COMMENTS A 11/23/10 ISSUED FOR REVIEW REV DATE I DESCRIPNON G <11 IS A 110 -ON OF LAW FOR ANY PERSON, FIT NLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 38TH & WADSWORTH DN1445 - COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE SITE ELEVATION SHEET NUMBER C-2 Project Description / Narrative Date: November 17, 2010 Applicant: AT&T Representative: Ray Taylor Mobile: (720) 220-8954 Ray.Taylor@rlsusa.com Project Name: 38th & Wadsworth — COU1445 Site Address: 7530 W. 38th Wheat Ridge, CO 80033 Property Owner: Wheat Ridge United Methodist Church Parcel Number: 39-261-19-001 Zoning Designation: R -C Zoning Process: Pre -Application Conference Project Description: To further enhance its current coverage in the area, AT&T proposes the modification to the existing wireless telecommunication facility located at 7530 W. 38th. This facility is an existing rooftop site with the antennas side mounted on the building. With this modification, AT&T proposes to attach one (2) additional antennas to the south side of the steeple structure. The antennas will be painted to match the existing building and will not be facing any streets or major corridors. In order to minimize visual impact to the surrounding areas and eliminate the visual impact a new facility would bring, AT&T is utilizing its existing facility to maximize the coverage in the area.. This design will be compatible in design, color, and materials with the existing structures and building, further adhering to the camouflaging of the site. Existing ground equipment is located within a fenced in enclosed area, and will not be modified. This facility will continue to be unmanned and will require infrequent maintenance. Project Justification: A site modification to an existing AT&T site is needed at this location to provide customers with adequate call quality as well as providing the proper hand-off between facilities. The modification of this existing facility was dependant on a number of factors, some being customer complaints, requests for improved service, usage patterns and growth in the area. AT&T design engineers undertook rigorous studies to collect real-time statistics, and drive testing to simulate what customers were experiencing. Customer satisfaction surveys and feedback were also used to assess the quality of AT&T's wireless service in this area. Customers were asked about dead spots, dropped calls and the quality of service in their homes and neighborhoods as they drive to work and school, as well as in their work environment. Wireless phones are an integral part of public safety. More than 291,000 calls are made daily to E911 from a wireless caller. That number continues to grow as more and more people use their wireless phone to call for emergency service, which helps save lives and fight crime. More than 84% of the U.S. population has a mobile phone, and 16% of U.S. households have disconnected their Land -Lines. This proposed medication is the most appropriate site among those available within the technically feasible area because it is a rooftop collocation. AT&T utilized the existing rooftop of this property to house their facility and are now making use of their existing site to further enhance the coverage in the area without needing a brand new wireless telecommunications structure. AT&T has a responsibility to their customers in this community to continue to provide wireless service not just for communication needs but to also call for help in case of an emergency, which increases safety within the City of Wheat Ridge. Permits Reauired: In addition to the Pre -Application Conference required by the City of Wheat Ridge for the proposed modification to this facility, AT&T will need to obtain site development approval through the City of Wheat Ridge's development & zoning department, and a building permit through the City of Wheat Ridge's building department. FAA Reeulations: All of AT&T's facilities, including this one, strictly comply with FAA requirements for cumulative field measurements of radio frequency power density and electromagnetic fields. FCC Interference: All of AT&T's facilities, including this proposed facility modification, strictly comply with FCC requirements for cumulative field measurements of radio frequency power densities and electromagnetic fields. Public Safety Interference: This proposed AT&T facility modification, and all of its existing facilities, do not and will not interfere with any public safety frequencies servicing the City of Wheat Ridge and its residents. Adherence to Comprehensive Plan: This proposed facility modification adheres to the City of Wheat Ridge's Municipal Code for CMRS facilities. With the modification of this facility, residents, visitors and those passing through the area can be insured that AT&T is trying to provide the highest level of service for their communications and safety needs. WVHdn .LS 3Orvdn -- AIG Hi2JOMSOW a r 21.—FF1tr rrICFFC�fF�F. Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 .71 Cit}' of'ihi�t R'nrlye Commercial Electric Permit Number 19359 10/17/2005 Inspection Line 303-234-5933 PROPERTY 7530 38th Av Unit: ONVNER: Wheat Ridge Unitited Methodist (303) 422-3459 Description Add 6 Antennas to existing church steeple / tower. Painted brick to match.. Equipment on ground belund church. Authorized By Building Approval Authorized On 9/22/2005 OK w/ notes. All electrical must meet 2002 NEC. Authorized By Zoning Approval Authorized On See attached comments & redlined plans. Zoning Approved By CR Zoning R -C / Approved By TRC Authorized By Fire Department Approval Zoning Authorized On 10/14/2005 Approved By DS See attached comment sheet Monday, October 17, 2005 Page 1 of 1 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 21 September 2005 Colleen Cousino 6756 South Detroit Court Littleton, Colorado 80122 The City of Wheat Ridge RE: 7530 West 381 Avenue/Collocation of wireless facilities Dear Ms. Cousino: I have completed my initial review of the building permit application for collocation of wireless CMRS facilities at the above-mentioned property. The property is: zoned Restricted Commercial (R- C) with a small portion of Residential Three (R-3) on the western property line. Pursuant to Section 26-615 of the Wheat Ridge Code of Laws, building or structure mounted antennae are allowed in each zone district, given some basic provisions. The building permit application as submitted is approvable, provided the following are met: 1. The panel antennae must be colored to match the existing exterior of the church. spire. 2. The panel antennae may not extend further than two feet from the face of the spire. 3. The proposed equipment enclosure may not exceed six feet in height. The planset has been redlined to include these stipulations. If you have any questions regarding thee comments, please feel free to give me a call. I can be reached at 303.235.2849. Sincerely, Travis R. Crane Planner Colleen Cousin 7530 W.39 th Ave. PreappNo; APP1108 _� PreappDate; 3f10/201111 4pplicantName; Ray Tayler, AT&T 'rojectStreetNo: 7530 W. 38th Ave. PreappFeePd PreappFee; $200 NbadmeetingDate: NbadmeetingFeePd NbadmeetingFee; $0 Dotes; Case #; Permit #; v J . Record; ( 14Q 4 402 CITY OF WHEAT RIDGE 82/25/11 11:38 AM cdbb OVERLAND CONTRACTING RECEIPT NO:CDB885833 AMOUNT FMSD ZONING APPLICATION F 288.88 ZONE PAYMENT RECEIVED AMOUNT CK 32513 288.88 TOTAL 288.88 ENGINEERING 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE TIA /EIA -222 -F OR LATEST EDITION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER. OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR AT &T'S WIRELESS TELECOMMUNICATIONS NETWORK. INSTALLATION OF (2) PIPE MOUNTED PANEL ANTENNAS INCLUDING (4) COAX, (2) TMA's AND (4) DIPLEXERS IS PROPOSED. SITE INFORMATION PROPERTY OWNER: WHEAT RIDGE UNITED ADDRESS METHODIST CHURCH C -1 7530 W. 38TH AVE. C -2 WHEAT RIDGE. CO 80033 TOWER OWNER: X SITE NAME: 38TH & WADSWORTH SITE NUMBER: DN1445 - COU1445 SITE CONTACT: X G -1 X SITE ADDRESS: 7530 WEST 38TH AVENUE GN —I WHEAT RIDGE, CO 80033 COUNTY: JEFFERSON LATITUDE (NAD 83): 39' 46' 8.7' N 39 769083 LONGITUDE (HAD 83): 10S 4' 49.2" W 105.080333 GROUND ELEVATION: 5448 AMSL ANTENNA CENTERLINE: 45'-d". 39' -3' AGL ZONING JURISDICTION: WHEAT RIDGE ZONING DISTRICT: X PARCEL #: X OCCUPANCY GROUP: U CONSTRUCTION TYPE: V -N POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: OWEST SITE ACQUISITION CONTACT: RAY TAYLOR �i .t 720-220-8954 toylor®rPousO com RF ENGINEER: WINNIE LAI (314) 724 -9605 PROJECT MANAGER: MICHAEL DERRICK (303) 408 -3090 CONSTRUCTION MANAGER: BERT HAMUN (303) 250 -6270 IF USING 11 "x17" PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6300 SYRACUSE WAY SUITE 300 CENTENNIAL. 00 80111 CONTACT: JEREMY JOHNSON PHONE: (720) 834 -4331 38TH & WADSWORTH DN1445 = COU 1445 3755 *t at&t neyt SECTOR ADD 64' -0" BELL TOWER Work shall comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. VICINITY MAP SHEET NO: SHEET TITLE LOCAL MAP TITLE SHEET C -1 287 C -2 SITE ELEVATION W 39TH A Vt BETA SECTOR CONFIGURATION J RET CONFIGURATION RF -3 COAX COLOR CODING RF -4 RF SIGNAGE DETAILS G -1 GROUNDING DETAILS G -2 GROUNDING DETAILS GN —I GENERAL CONSTRUCTION NOTES GN -2 I GENERAI. FI FCTRICAI NOTFS v i 1 { �r ,' Arvd08 121 �i .t t S S 121 t.. _ _ _ _ a ❑3 8 CR180 I L -. t � 4 T z I i Wheat Rltlge , x ) 1111 Im I e 2 s 38TH & WADSWORTH O DN1445 COU1445 uj 38TH & WADSWORTH 1 - 7530 WEST 38TH AVENUE m m aON7445 I COU1445 RIDGE CO 80033 ,. 33 F 7530 WEST 38TH AVENUE W1 W HEAT RIDGE. CO 80033 � K O 1 3 > jt35TH P�� '. 5 8B g5 ' ALAMEC)A AVE ', ' ,.T 28 95 W 35 AVE W ` 87 NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT &T OFFICE: TAKE IVERNESS PARKWAY, GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD, GO 0.11 MILES, KEEP RIGHT ONTO 1 -25 N RAMP, TAKE EXIT 2098, GO 13.11 MILES, TURN RIGHT ONTO W 6TH AVENUE FWY RAMP, GO 2.25 MILES, KEEP RIGHT ONTO US 6, GO 1.44 MILES, KEEP RIGHT ONTO SR 121, GO 0.15 MILES, KEEP RIGHT ON SR 121, GO 0.04 MILES, KEEP RIGHT ONTO SR 121, GO 2.92 MILES, TURN RIGHT ONTO CR 180, GO 0.09 MILES, TURN RIGHT ONTO VANCE STREET, GO 0.06 MILES, ARRIVE AT SITE. TOTAL DISTANCE 20.73 MILES APPROVALS beIMIC" THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT *;; CHANGES'VR kti SITE TYPEIFICATIONS. ; j AT &T RF ENGINEER: DAT 8P '. _.., a0'aCe .' a... SO ds`�B <, $M ( =i:: •P. AT &T OPERATION MANAGER: PA 1 r' 11 0 AT &T REAL ESTATE MANAGER: _.e. a. ......:,...,... . „ 1�('• ., ._� AT &T COMPLIANCE MANAGER: S+G fxJ 5"S .q I IGDATEF ? jgp S &V SITE AQ: DATE: 6 &V CONSTRUCTION MANAGER: DATE: PROPERTY OWNER: .DATE:_ MUNICIPAL: DATE: DRAWING INDEX SHEET NO: SHEET TITLE — T - 1 TITLE SHEET C -1 OVERALL SITE PLAN C -2 SITE ELEVATION RF -1 BETA SECTOR CONFIGURATION RF -2 RET CONFIGURATION RF -3 COAX COLOR CODING RF -4 RF SIGNAGE DETAILS G -1 GROUNDING DETAILS G -2 GROUNDING DETAILS GN —I GENERAL CONSTRUCTION NOTES GN -2 I GENERAI. FI FCTRICAI NOTFS DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO ® (808)922.7987 VVW W.UNCC.ORG 3 'NOR(ING M UTLNY NOMIi TON PRIOR TO CON$IRUCTON at &t 188 INVERNESS DRIVE WEST SUITE 400 5;EV , CO 80112 U _'Y ``�(2ALJF$!)'EiN' . PARK .'KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 6RA W14'BV:__ ..___...._.__......_.. S C &�EGIk BY: WEB AN 38TH & WADSWORTH DN1445 — COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE TITLE SHEET SHEET NUMBER T -1 I REV I DATE I OESCRIPDON I I NOTES 1. CONTRACTOR TO REPLACE DAMAGED FENCE SECTIONS AS REOUI 7492 COUNTY ROAD !B0 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE .OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: DRAWN BY: CHECKED BY: EXIST EXISTING It OR ACCESS GATE AME 0 03 /ID /I1 i5511ED NR PERMrt REV DATE DESCRIPTION EXISTING BUILDING BUILDING- . 2J `__EXISTING FULLING� 38 TH WADSWOR DN D N 1445 5 -.. CO U 1445 45 7530 WEST 38TH AVENUE -_._ ---- WHEAT RIDGE CO 80033 SECTOR ADD OVERALL SITE PLAN SCALE. 3/16" = 1' -Cr SHEET TITLE N LEGEND OVERALL SITE PLAN SHEET. NUMBER 6 4 2 0 5. 10' ICE BRIDGE C-1 aw 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE .OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT NO: DRAWN BY: CHECKED BY: EXIST EXISTING It OR ACCESS GATE AME 0 03 /ID /I1 i5511ED NR PERMrt REV DATE DESCRIPTION EXISTING BUILDING BUILDING- . 2J `__EXISTING FULLING� 38 TH WADSWOR DN D N 1445 5 -.. CO U 1445 45 7530 WEST 38TH AVENUE -_._ ---- WHEAT RIDGE CO 80033 SECTOR ADD OVERALL SITE PLAN SCALE. 3/16" = 1' -Cr SHEET TITLE N LEGEND OVERALL SITE PLAN SHEET. NUMBER 6 4 2 0 5. 10' ICE BRIDGE C-1 BETA L• SECTOR B1 AZIMUTH 189 ROPOSED ANTENNA LAYOUT ® ELEVATION 45' -0" Q N ) NO SCALE EXISTING SPIRE APPROVED St 2l� f9IS ALPHA ALPHA SECTOR EXISTING ANTENNA TO BE SECTOR EXISTING ANTENNA TO BE AZIMUTH (ALPHA SECTOR) ADJUSTED TO NEW AZIMUTHS EXISTING BELL TOWER AZI (ALPHA SECTOR) EXISTING ANTENNA ANTENNA (LED) EXISTING BELL TOA299 C2 POWERWAVE P65- 15- XLH -RR EXISTING AT &T ,... _ EXISTING COAX CHASE SECTOR ANTENNA (lYP) EXISTING ANTENNA TO BE 80' ADJUSTED TO NEW AZIMUTHS 82 (GAMMA SECTOR) 189 0/0 2/4. SECTOEXISTING 2 BO' ANTENNA Cl EXISTING ANTENNA ADJUSTED TO NEW NO CHANGE C2 (GAMMA SECTOR) 299 NO CHANGE BETA L• SECTOR B1 AZIMUTH 189 ROPOSED ANTENNA LAYOUT ® ELEVATION 45' -0" Q N ) NO SCALE EXISTING SPIRE APPROVED St 2l� f9IS PROPOSED ANTENNA TOP OF SPIRE — CI. EL78' -7 -7 — EXISTING BUILDING _ EXISTING AT &T 20'- 0 "X -2 -0' FENCED EQUIPMENT AREA EXISTING - BELL TOWER EXISTING AT &T OUTDOOR EQUIPMENT ON CONCRETE PAD (TYP) BETA ©/ SECTOR B2 AZIMUTH 189 ROPOSED ANTENNA LAYOUT ® ELEVATION 39' -3" N NO SCALE (1) PROPOSED AND (2) EXISTING AT &T ANTENNA CL EL 4S' - -0" (1) PROPOSED AND - L21IEXISTIN G AT &T ANTENNAS CL EL. 39' -3" EXISTING COAX CHASE ANTENNA PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT ALPHA ANTENNA TYPE SECTOR EXISTING ANTENNA TO BE A2 ADJUSTED TO NEW AZIMUTHS AZIMUTH (ALPHA SECTOR) 40 EXISTING BELL TOWER I EXISTING AT&T EXISTING ANTENNA ANTENNA (LED) NO CHANGE C2 POWERWAVE P65- 15- XLH -RR GAMMA �299H ,... _ EXISTING COAX CHASE SECTOR i .. r .. EXISTING ANTENNA TO BE 80' ADJUSTED TO NEW AZIMUTHS 82 (GAMMA SECTOR) 189 PROPOSED ANTENNA TOP OF SPIRE — CI. EL78' -7 -7 — EXISTING BUILDING _ EXISTING AT &T 20'- 0 "X -2 -0' FENCED EQUIPMENT AREA EXISTING - BELL TOWER EXISTING AT &T OUTDOOR EQUIPMENT ON CONCRETE PAD (TYP) BETA ©/ SECTOR B2 AZIMUTH 189 ROPOSED ANTENNA LAYOUT ® ELEVATION 39' -3" N NO SCALE (1) PROPOSED AND (2) EXISTING AT &T ANTENNA CL EL 4S' - -0" (1) PROPOSED AND - L21IEXISTIN G AT &T ANTENNAS CL EL. 39' -3" EXISTING COAX CHASE ANTENNA PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT SECTOR ANTENNA TYPE ANTENNA AZIMUTH TILT MECH. ELEC. CENTERLINE ELEVATION COAXIAL CABLE QTY. LENGTH TYPE Al EXISTING ANTENNA 49 NO CHANCE A2 EXISTING ANTENNA 49 NO CHANGE 81 POWERWAVE P65- 15- XLH -RR 189 0/0 2/4 45' -0" 2 80' AVA5 -50 82 POWERWAVE P65 -15- XLH -RR 189 0/0 2/4. 39' -3" 2 BO' AVA5 -50 Cl EXISTING ANTENNA 299 NO CHANGE C2 EXISTING ANTENNA 299 NO CHANGE at &t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 ©. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 GENERAL NOTES 0 J 1. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. FOLLOW REV DATE DESCRIPTIDN 1. MANUFACTURER'S RECOMMENDATIONS. PROJECT NO: 163314 A. GROUNDING AT THE ANTENNA LEVEL EXCEED ESTIMATED LENGTHS. L/ 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. B. GROUNDING AT MID LEVEL, WHEN TOWERS WHICH ARE OVER 200', ADDITIONAL CABLE GROUNDING REQUIRED. 3. DRAWN BY: SAN C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. V • 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 112" DIA. LDF AND SHALL NOT EXCEED 6' -0 ". PE-42908 D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT S T0 EXCEED 4' -9 00. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 6. CHECKED BY: WEB 2. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE OF 4' -0' BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 3. THE SUBCONTRACTOR SHALL BE RESPONSIBILE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS. PRIOR TO INSTALLATION. 4. ALL CONNECTIONS FOR HANGERS. SUPPORTS. BRACING. ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMENDATIONS - -- EXISTING BUILDING 1 __... .._ 9. LINES i & 2 TO HAVE TINA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE i0 ANTENNA AS FEASIBLE PREFERABLY IN A SHEET NUMBER VERTICAL POSITION. 6' 4' 2' 0 5' 10' 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. C -2 NORTH ELEVATION SCALE: 3116" = 1' -9 3/i6 " =1' -0° 0 01/10111 ISSOEO FOR PERMIT COAXIAL ANTENNA CABLE NOTES REV DATE DESCRIPTIDN 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, SUBCONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. L/ 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. o Pp0 OP ••••••• 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" Q� •• v F•.�O ND -00027 REFER TO THE LATEST VERSION. V • 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 112" DIA. LDF AND SHALL NOT EXCEED 6' -0 ". PE-42908 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT S T0 EXCEED 4' -9 00. •ol0� 6. CONTRACTOR A MA4UFAC RRECCOM ENDATIEOUIPME ARDING BOTH THE INSTALLATION AND GROUNDING OF �� �•• v CABLES.OLLOW ALL COAXIA AND ALL OTHER •••• 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT &T STANDARDS. AIL ANTENNA MOUNTING NOTES IT IS A WOUnoN OF uW MR ANY PERSON, UNLESS THU PRE ACTING UNDER THE DIREC ION 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA -222 STANDARDS OR APPLICABLE OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER TRIS pOCUMENI. LOCAL CODES 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al23 "ZINC (HOT -DIP GALVANIZED COATINGS ON IRON AND STEEL PRODUCTS". UNLESS OTHERWISE NOTED. 38TH & WADSWORTH 3. ALL BOLTS. ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC- COATING DN1445 — .0001445 (HOT -DIP) ON IRON AND STEEL HARDWARE". UNLESS OTHERWISE NOTED. 7530 WEST 38TH AVENUE 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. WHEAT RIDGE, . CO 80033 SECTOR ADD 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS- 6. ANTENNA SUBCONTRACTOR SHALL ENSURE ALL ANTENNA MOUNTING PIPES ARE PLUMB AND LEVEL SHEET TITLE 7. MULTI PORT ANTENNAS TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS SITE ELEVATION FROM THE TINA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. B. SUBCONTRACTOR SHALL RECORD THE SERIAL b, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE DOCUMENTATION TO AT &T. __... .._ 9. LINES i & 2 TO HAVE TINA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE i0 ANTENNA AS FEASIBLE PREFERABLY IN A SHEET NUMBER VERTICAL POSITION. 6' 4' 2' 0 5' 10' 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. C -2 NORTH ELEVATION SCALE: 3116" = 1' -9 3/i6 " =1' -0° POWERWAVE P65_15_ XLH -RR TO NEXT 850 1900 SECTOR RET RET FEED 7085.05 AISG CABLE PROJECT NO: 163313 7085 7085.xx - DRAWN BY: SAN MSG CABLE MSG CABLE CHECKED BY: WEB TMA TMA TT19- 08BP111 -001 719- OBBP111 -001 HATCHPLATE HATCHPIATE 0 0 /10/11 1 ISSUED MR PERMIT REV DATE I DESCRIPTION 1900 / 850 NOTES 1900 / 850 1900 / 850 1. FOR BOTTOM JUMPERS (FROM THE MAIN COAX TO THE BTS CONNECTOR) LONGER THAN 15' -0' USE 7/8' DIPLEXER DIPLEXER DIPLEXER COAX. FOR BOTTOM JUMPERS LESS THAN 15' -0' USE 1/7 LDF4 OR EQUIVALENT. O p PD LICF 2. SURE THAT FABRICATE JUMPERS TO ASSURE THAT THE 90 CONNECTOR I 4 FROM THE BOOR ALLOWING ENOUGH CM1007 DBPXBC - 003 CM1007 DBPXBC - 003 ••• s • SACK TO REACH ALL US CONNECTIONS IF CABINET IS S NOT IN PLACE. ���� 850 1900 3. SUPPLIED BY AT &T INSTALLED BY CONTRACTOR. PPE-42908 Fss ��NAL 4. SUPPLIED AND INSTALLED BY CONTRACTOR. T./R.1 Rx2 T./R.1 Rx2 850 850 1900 1900 5. MOUNT PDU IN FIF RACK. ASSURE THAT THE PREFABRICATED WIRES SUPPLIED WITH BUS TEE WILL REACH 188 INVERNESS DRIVE WEST THE DESIGNATED TERMINATION POINTS. SUITE 400 6. SUPPLY AND INSTALL #6 AWG GROUND TO TELCO RACK FROM THE MAIN GROUNDING BUS. ENGLEWOOD, CO 80112 38TH & WA DSWORTH 7. SWEEPS SHALL BE WITHIN 2DB FOR EACH FACE, B. ANTENNA CONFIGURATION SHOWN ON DRAWING MAY NOT BE FINAL. CONTRACTOR SHALL OBTAIN FINAL RFDS UMTS 850/1900 POWERWAVE - PRIMARY CABINET PRIOR TO CONSTRUCTION AND VERIFY ALL INFORMATION. CABINET - (1C + 2C) P65 -15- XLH R SHEET TITLE 0. BETA SECTOR BLACK & VEATCH 850 1900 CON]IGURATION 10950 GRANDVIEW DRIVE TO NEXT RET RET FEED SHEET NUMBER OVERLAND PARK, KANSAS 66210 SECTOR RF -1 Q (913) 458 -2000 ]085.05 AISG CABLE PROJECT NO: 163313 7085 7085.xx - DRAWN BY: SAN MSG CABLE MSG CABLE CHECKED BY: WEB TMA TMA TT19- 08BP111 -001 719- OBBP111 -001 HATCHPLATE HATCHPIATE 0 0 /10/11 1 ISSUED MR PERMIT REV DATE I DESCRIPTION 1900 / 850 1900 / 850 1900 / 850 1900 / 850 DIPLEXER DIPLEXER DIPLEXER DIPLEXER O p PD LICF CM 1007- DBPXBC - 003 CM70D7- DBPXBC - 003 CM1007 DBPXBC - 003 CM1007 DBPXBC - 003 ••• s • 850 1900 1900 850 1900 850 1900 850 - 1900 PPE-42908 Fss ��NAL D, x ¢ T./R.1 Rx2 T./R.1 Rx2 850 850 1900 1900 R IS A MI OF IAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, 70 ALTER THIS DOCUMENT. X L Y -J Z.. A L B L GF 38TH & WA DSWORTH GSM850 GSM1900 UMTS 850/1900 7530 WEST 38TH AVENUE - PRIMARY CABINET PRIMARY CABINET CABINET - (1C + 2C) WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE BETA SECTOR . CON]IGURATION SHEET NUMBER RF -1 Q A-1 A -5 B -1 I SEE NOTE 12� B -5 C -1 8 METER B RET CABI C -5 ANTENNA (TYP)O1 RET, TWO PERO2 ANTENNA TERMINATOR O4 0.5 METER TYPICAL EACH ANTENNA NOTES 1. LIMIT OVERALL RET CABLE RUN TO LESS THAN 400 F. 2. SUPPORT PET MSG COMM CABLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. USE 6 AWG STRANDED COPPER THHN -2 GREEN INSULATED GROUNDING CONDUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EXISTING TELCO RACK GROUNDING BAR. 4. ROUTE CIRCUITS IN CABLE TRAY OR EMT CONDUITS TO THE EXISTING +24VDC PDU OR —48VDC PCU PANELS. PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT APPLICATION WILL DICTATE THE LENGTH OF CABLE TO BE USED. 6. MSG CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18" USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. 8. NO TESTING OF THE CABLE IS REQUIRED, S. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR AISG BIAS —T PLACEMENT. 10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE: SET ACTUATOR /MOTOR SERIAL NUMBER ANTENNA SERIAL NUMBER LOCATION (SECTOR IN WHICH THE ANTENNA WILL OPERATE) 11. ANTENNA CONFIGURATION J5 SHOWN DIAGRAMMATICALLY ONLY A5 A REPRESENTATION. 12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, IT IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. 13 FOR RET CABLES 50 METERS OR LESS, THE MSG CABLE GROUNDING KIT 15 NOT REQUIRED AT THE SHELTER END. 14. USE THIS DRAWING FOR RET GROUNDING SPECIFICATIONS, SEE DRAWING G -1 FOR GENERAL REQUIREMENTS EXAMPLE BILL OF MATERIAL ITEM ® ITEM DESCRIPTION SECTOR TOTAL QUANTITY APPLICATION A v C 1 v 2 2 2 ETER DUAL BAND 4 METER DUAL BAND RET MOTOR 4 4 4 CABLE DUAL BAND RET CABLE RET CABLE 2 2 5 DUAL BAND 3B RET CABLE 2 2 2 DUAL BAND 4. RE MOTOR T RMIN CAP 0 0 L 1 DUAL OR SINGLE BAND ANTENNA FROM +24V DC OR —48V DO SUPPLY TO MCU 1 1 PER 24 R MOTORS DUAL OR SINGLE BAND (CONNECTION) PORT 1 -2 /C 14 AWG RHH, RHW OR THHN -2 TYPE 1 1 PER 24 RET MOTORS DUAL OR SINGLE BAND T0, IN RACK OR 2 -1 /C 14 AWG RHH, RHW OR O UTSIDE — 1 (AS REO'D) DUAL OR SINGLE BAND 8 THHN -2 EACH IN CONDUIT HE SHELTER — 1 (AS REQ'D) C 9 RET CABLE GROUNDING KIT _ 1 (AS REO'D) LMTENNA 9A MIDPOINT GROUNDING REQUIRED WHEN RET CABLE EXCEEDS 200' B PRIMARY CONTROL UNIT Oft ±48V REQUIRED (SEE NOTE 1) pC PCU 100 (SEE NOTE 4) A RET SCHEMATIC DIAGRAM NO SCALE SEE NOTE 11 NOTES 1. LIMIT OVERALL RET CABLE RUN TO LESS THAN 400 F. 2. SUPPORT PET MSG COMM CABLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. USE 6 AWG STRANDED COPPER THHN -2 GREEN INSULATED GROUNDING CONDUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EXISTING TELCO RACK GROUNDING BAR. 4. ROUTE CIRCUITS IN CABLE TRAY OR EMT CONDUITS TO THE EXISTING +24VDC PDU OR —48VDC PCU PANELS. PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT APPLICATION WILL DICTATE THE LENGTH OF CABLE TO BE USED. 6. MSG CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18" USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. 8. NO TESTING OF THE CABLE IS REQUIRED, S. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR AISG BIAS —T PLACEMENT. 10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE: SET ACTUATOR /MOTOR SERIAL NUMBER ANTENNA SERIAL NUMBER LOCATION (SECTOR IN WHICH THE ANTENNA WILL OPERATE) 11. ANTENNA CONFIGURATION J5 SHOWN DIAGRAMMATICALLY ONLY A5 A REPRESENTATION. 12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, IT IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. 13 FOR RET CABLES 50 METERS OR LESS, THE MSG CABLE GROUNDING KIT 15 NOT REQUIRED AT THE SHELTER END. 14. USE THIS DRAWING FOR RET GROUNDING SPECIFICATIONS, SEE DRAWING G -1 FOR GENERAL REQUIREMENTS EXAMPLE BILL OF MATERIAL ITEM ® ITEM DESCRIPTION SECTOR TOTAL QUANTITY APPLICATION A B C 1 DUAL BAND ANTENNA 2 2 2 6 DUAL BAND 2 DUAL BAND RET MOTOR 4 4 4 12 DUAL BAND 3A RET CABLE 2 2 1 5 DUAL BAND 3B RET CABLE 2 2 2 6 DUAL BAND 4. RE MOTOR T RMIN CAP 0 0 L 1 DUAL OR SINGLE BAND 5 ( 1 RACK MOUNTED MOUNTED PCU +24V DC) —48V DC 1 1 PER 24 R MOTORS DUAL OR SINGLE BAND 6 UCBREAKER OR FUSE MATCH EXISTING 1 1 PER 24 RET MOTORS DUAL OR SINGLE BAND 7 RET JUNCTION BOX — 1 (AS REO'D) DUAL OR SINGLE BAND 8 RET UGHTNING PROTECTION UNIT — 1 (AS REQ'D) REQUIRED 9 RET CABLE GROUNDING KIT _ 1 (AS REO'D) REQUIRED 9A MIDPOINT GROUNDING REQUIRED WHEN RET CABLE EXCEEDS 200' _ 1 (AS REO'D) REQUIRED unu crvclrvccrc, i0 ALTER T115 DOCUMENT. 38TH & WADSWORTH DN1445. COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE RET CONFIGURATION SHEET NUMBER RF -2 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 at &t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD. CO 80112 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 0 .05/10/11 ISSUED Na PERMIT REV DATE OESCRIPDON PROJECT NO: 163314 DRAWN BY: SAN I CHECKED BY: WEB 0 .05/10/11 ISSUED Na PERMIT REV DATE OESCRIPDON N Al GAMMA, C OR Z ALPHA, A. OR X RF CABLES RF CABLES C1 THRV C10 Al THRU A10 AS REQ'D AS REQ'D ANTENNA SECTION Cl B1 BETA, B. OR Y RF CABLES 81 THRV B10 AS REO'D ANTENNA SECTOR & #6 AWG COAL CABLE DEFINITION GROUND KIT NO SCALE SECTOR GROUND BAR • COLLECTION GROUND BAR GSM & TDMA LINE TAG NO SCALE ROUTE TO THE NEXT 1 GROUNDING BAR OR CONTINUE DOWN TO THE GROUNDING RING TOP JUMPER CABLE (TYP) TINA WHERE REO'D TMA JUMPER CABLE WHERE REO'D. GROUND KIT (ttP) NOTES 1. CABLE PORT DIAGRAM ONLY REQUIRED FOR SHELTER SITES. 2. SUBCONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF INSTALLATION. 3. ONE COMPLETED COPY PLUS (2) TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. 4. SWEEP TEST EACH JUMPER AND DOCUMENT THE TEST IN ACCORDANCE WITH THE PROJECT PROCEDURES. 5. USE THIS DRAWING FOR COAX CABLE GROUNDING SPECIFICATIONS, SEE DRAWING G -1 FOR GENERAL REQUIREMENTS. 6. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. COAX COLOR CODING & IDENTIFICATION NOTES 1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC, REFER TO RF REPORT FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE. 2. THE ANTENNA SYSTEM COAX SHALL BE LABELED WITH VINYL TAPE EXCEPT IN LOCATIONS WHERE ENVIRONMENTAL CONDITIONS CAUSE PHYSICAL DAMAGE, THEN PHYSICAL TAGS ARE REQUIRED. 3. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND VIOLET. THESE TAPES MUST BE 3/4" WIDE & UV RESISTANT SUCH AS SCOTCH 35 VINYL ELECTRICAL COLOR CODING TAPE AND SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR SUBCONTRACTOR ON SITE. 4. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE'. 5. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED LINE BETWEEN GSM /3G AND IS- 136/TDMA IS ENCOUNTERED. THE SUBCONTRACTOR SHALL REMOVE THE EXISTING COLOR CODING SCHEME AND REPLACE R WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THE CURRENT VERSION OF ND- 00027. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR WHEN INSTALLING PROPOSED COAXIAL CABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. COAX (ttP) 6. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) THREE WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. CABLE PORT DIAGRAM 7. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF 3" WIDE, AND SHALL HAVE A MINIMUM OF 3/4" OF SPACE BETWEEN EACH COLOR. CAUTION HARMFUL RF N EXISTS ON TH ESE IF MAIN COAX LINE IS MORE THAN 200' GROUND B. ALL COLOR CODES SHALL BE INSTALLED 50 AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SECTOR SECTOR SECTOR SECTOR AT THE MIDPOINT OF THE SIDE -TO -SIDE. TOWER AND AS REQ'D. BY - CABLE CABLE CABLE -CABLE ROOTS NEAREST) SCOPE 9. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT CABLE HEIGHT - CABLE HEIGHT - CABLE HEIGHT- CABLE HEIGHT_ GROUNDING G BAR INTENDED TO BE REUSED OR SHARED WITH THE GSM'TECHNOLOGY, THE EXISTING COLOR CODING SCHEME SHALL REMAIN UNTOUCHED. ROUTE TO EXTERIOR ENTRY TX T% TX TX PORT GROUNDING BAR CABLE MARKING TAGS WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE SHALL BE 2 IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS. THE TAG SHALL BE 1 1 1Z' IN DIAMETER WITH 1/4" STAMPED LETTERS AND NUMBERS OUTSIDE SHELTER _ INDICATING THE SECTOR, ANTENNA POSITION, AND CABLE NUMBER. THE ID MARKING SECTOR SECTOR SECTOR SECTOR INSIDE SHELTER - LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG CABLE CABLE CABLE CABLE SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE 3 CABLE HEIGHT _ CABLE HEIGHT - CABLE HEIGHT - CABLE HEIGHT - ROUTE TO INTERIOR LOCATION AS DEFINED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON ERIOR ENTRY THE " GSM AND TOM LINE TAG DETAIL RX nX_ RX RX PORT GROUNDING BAR TX T% TX - SURGE ARRESTOR (ttP) (IF APPLICABLE) URX RX RX RX CABLE (TYP) TX TX T% 5 SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE BTS EQUIPMENT CABLE HEIGHT - CABLE HEIGHT_ CABLE HEIGHT- CABLE HEIGHT - RX RX RX RX TX TX T% T% CABLE MARKING LOCATIONS TABLE NO LOCATIONS O EACH TOP- JUMPER SHALL BE COLOR CODED WITH (1) SET SECTOR SECTOR SECTOR SECTOR v DIPLEXER AND /OR WITH (1) SET OF 3/4" WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. O 3 BIAS -T WHERE REO'D CABLE - CABLE CABLE CABLE JUMPER. CABLE HEIGHT- CABLE HEIGHT- CABLE HEIGHT - CABLE HEIGHT - JUMPER. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING 4 BOTTOM JUMPER - Inr4TInNC 7AR17 RFInw. URX RX RX RX CABLE (TYP) TX TX T% 5 SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE BTS EQUIPMENT CABLE HEIGHT - CABLE HEIGHT_ CABLE HEIGHT- CABLE HEIGHT - RX RX RX RX TX TX T% T% CABLE MARKING LOCATIONS TABLE NO LOCATIONS O EACH TOP- JUMPER SHALL BE COLOR CODED WITH (1) SET CHECKED BY: OF S' WIDE BANDS. EACH MAIN COO SHALL BE COLOR CODED WITH (1) SET OF O 3" WIDE BANDS NEAR THE TOP- JUMPER CONNECTION AND WITH (1) SET OF 3/4" WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. O 3 CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. ALL BOTTOM JUMPERS SHALL. BE COLOR CODED WITH (1) 0 SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR COOED WITH (1) O S SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. CABLE MARKING LOCATIONS DIAGRAM NO SCALE 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT N0: 0 03/10/11 ISSVEV TOR PERMIT REV DATE OERRIPTION �� EN R IS A NOUTION OF LAW FOR ANY PERSON. UNLESS THEY ME ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONPL ENGINEER. TO ALTER THIS DOCUMENT. 38TH D. WADSWORTIT ON1445.- _COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE COAX COLOR CODING SHEET'. NUMBER RF -3 163314 DRAWN BY: SAN CHECKED BY: WEB 0 03/10/11 ISSVEV TOR PERMIT REV DATE OERRIPTION �� EN R IS A NOUTION OF LAW FOR ANY PERSON. UNLESS THEY ME ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONPL ENGINEER. TO ALTER THIS DOCUMENT. 38TH D. WADSWORTIT ON1445.- _COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE COAX COLOR CODING SHEET'. NUMBER RF -3 NOTICE - - CAUTION A ov) (61) Beyond This Point you are Beyond This Point you are entering a controlled area where RF INFOSIGN#3 entering a controlled area where RF emissions may exceed the FCC NOTICESIGN emissions may exceed the FCC General Population Exposure limits. A Occupational Exposure limits. Follow all posted signs and site guidelines Obey all posted signs and sire guidelines for working in a RF environment for working in a RF enviroment � wearax L,�irot �atat •J \• IueaxrR taanrol amt � ALERTING SIGNS NO SCALE DANGER DO NOT TOUCH TOW ERI SERIOUS "RF' BURN HAZARD: MAINTAINANADEQUATE CLEARANCE MHWEEN TOWER SUPPoRTs ANDGUy WIRES °.>uyDe�"�n mk,o �imuin'Ain°ww ALERTING SIGN NO SCALE INFORMATION aom ..,.m m..uAm� "me Rma amim,.n rowa,w"mI. INFORMACION •. �atat_ INFO SIGN #1 NO SCALE INFO SIGN #4 NO SCALE GENERAL SIGNAGE GUIDELINES INFOSIGN #1 INFOSIGN#2 INFOSIGN#3 INFOSIGN#4 Striping NOTICESIGN CAUTION SIGN Structure T e A • y Towers A entrance gates - - -- C At the height of the Nbnopole /MOnopine/fJonopalm shelter doors ORon climbing side of the On backside of On the side of first climbing step, the outdoor Tower Antennas Antennas min. 9ft above F cabinets E ground E entrance gates, T At the height of the SCETowers/ Towers w NT high voltage shelter doors OR on climbing side of the On backside of On the side of first climbing step, 0 the outdoor Tower Antennas Antennas min. 9ft above A cabinets N ground entrance gates, on a pole, no less E N shelter doors OR On than 3ft below the On backside of On the side of Light Poles /Flag Poles Antenna and no the outdoor Antennas Antennas cabinets less than 9ft above ground on the pole, no less entrance gates, If GP max value of MPE at antenna level nity U WoOtl Poles (JPA) shelter doors OR on than 3ft below the Antenna and no On backside of On the side of is: 0!99 %: Notice sign; over 99%: the outdo Antennas Antennas Caution Sign at no less than aft below cabinets less than 9ft above antenna and Bit above ground ground entrance gates, on the pole, no less Notice or Caution sign at no less than shelter doors OR on than 3ft below the On backside of On the side of 9ft above ground: only if the exposure Mcrocells mounted on non -JPA poles the outdoor Antenna and no Antennas Antennas exceeds 90% of the General Public cabinets less than 9ft above exposure at Eft above ground or at ground outside surface of adjacent buildings Roof Tops At all access points to the roof -_. -.__ -- X __ -. _ - -- - -_ _ . ._..... I On Antennas X X X Concealed Antennas X X antennas mounted facing outside the building X X ! antennas on support structure X X Roofview Graph. - Radiation area is w ithin aft from antenna adjacent to each X antenna either Notes or Caution sign (based on Roofview results) at antennas /barrier diagonal, yellow Radiation area is beyond aft from antenna adjacent to each striping as to X antenna Roofview graph adjacent to .Church Steeples Access to steeple antennas On backside of On the side of Caution sign at the antennas are Antennas Antennas antennas concealed adjacent to Caution sign besitle Water Stations FAI—, adder antennas if On backside of On the sitle of Info sign #1,rrin.9ft antennas are Antennas Antennas .concealed above ground I -- -- . T.. I Noes for Rooftop sites: -.— .__...__ _ _,,, _.__. 1 Ether NOTICE or CAUTION signs need to be posted Bleach sector as close as possible to the outer etlge of the sloped off area or the outer antennas of the sector ,._ — __..- __ T _ _. rI ...__. ...._ -. 2 t Roofvlew shows only blue - , Notice .Sign blue and yellow .Caution Sign only yellow Caution Sign to be i nstalled yell _.._ 3 Should the required striping area interfere w Itl1 any structures or equipment (A /C vents roof hatch doors, other antennas dishes, etc.), please notify AT &Ttd -- the striping area prior to starting the work _l 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 65210 (913) 458 -2000 PROJECT NO: 153313 DRAWN BY: SAN CHECKED BY: WEB T 0 1 0]/10/11 I ISSUED FOR PERMIT REV I DATE I DBCRIPRON .�oln a nnvovv vlcm DN1445 - .0001445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE RF SIGNAGE DETAILS SHEET NUMBER SIGNAGE GUIDELINES CHART NO SCALE OC w �. PROPERTY OF AT &T AUTHORIZED PERSONNEL ONLY IN CASE OF EMERGENCENY. OR PRIOR TO PERFORMING MAINTENANCE ON THIS SITE. CALL 800- 638 -2822 AND REFERENCE CELL SITE NUMBER INFO SIGN #5 NO SCALE al&l INFO SIGN #3 NO SCALE ALTIVEANTENNASAREMOUNTED o a -s— STAYBACKAMINIMUM OF FEET PROMTHESEANTENNAS ALERTING SIGN NO SCALE �atat INFO SIGN #2 NO SCALE S T A • y A C K 3 • F E E T R 0 M A N E N N A �atat INFO SIGN #2 NO SCALE NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO REQUIRED PART NUMBER DESCRIPTION (SEE NOTE 2) (EC) INTERIOR GROUNDING RING ( #2 AWG) AND RECEIVE ANTENNA SOLID GROUNDING Ot 1 312598 BAR TX (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1 /0 AWG) FROM LNA (WHEN REQUIRED) �. 1/4x4x24 O2 2 390980 WALL MOUNTING CONDUCTOR WITH GREEN, 600V, DOWN TO GROUNDING BUS. CONNECTION BRACKET 3O 4 3015 -8 51e" LOCKWASHER EACH GROUNDING CONDUCTOR TERMINATING ON ANY GROUNDING BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORI IN AND DESTINATION SECTION "P" - SURGE PROTECTORS (EC) CELL REFERENCE GROUNDING BAR (IF CO- LOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) ( #2 AWG) (EC) TELCO GROUNDING BAR ( #2 AWG) (EC) COMMERCIAL POWER COMMON NEUTRAL /GROUNDING BOND (3/0) (EC) FIBER GROUNDING BAR ( #2 AWG) (EC) POWER ROOM REFERENCE GROUNDING BAR ( #2 AWG) (AT &T) RECTIFIER FRAMES DETAIL A (MGB) REFERENCE GROUNDING BAR NO SCALE 3/8 "0x1 1/2" S/S NUT S/S LOCK WASHER � S/S FLAT WASHER — 1116" MINIMUM SPACING NOTES (SEE NOTE 5) GROUNDING BAR ON WALL, SECTION "A" - SURGE ABSORBERS UNITS (LNA) (WHEN REQUIRED) ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. (SEE NOTE 2) (EC) INTERIOR GROUNDING RING ( #2 AWG) AND RECEIVE ANTENNA SECTION ("P", "A", "M, "F) WITH 1" HIGH LETTERS. (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUNDING RING) (#2 AWG) STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI - OXIDANT TX (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1 /0 AWG) FROM LNA (WHEN REQUIRED) �. 2 OO #6 AWG STRANDED COPPER (EC) BUILDING STEEL (IF AVAILABLE) (1 /0 AWG) DOUBLE CRIMP 5. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR CONDUCTOR WITH GREEN, 600V, DOWN TO GROUNDING BUS. CONNECTION 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THWN 2 INSULATION THE BACK SIDE. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 2 SECTION "N" - NON ISOLATED GROUNDING ZONE INTERIOR GROUNDING RING CLEAR HEAT y" EQUIPMENT SHRINK HEAT SEE NOTE 6 SHRINK —I Trrrr - - LIBEL 3 (EC) I (AT G SUPPLY m GROUNDING BAR EQUIPMENT &T)o48V POWER RETURN BARE S/S FLAT WASHER N i0 0 ^ Lj'L) SECTION "I" - ISOLATED GROUNDING ZONE S/S BOLT (1 OF 2) oq EQUALIZERS P 0 #2 AWG TINNED. SOLID COPPER (AT &T) ALL ISOLATED GROUNDING REFERENCE ® BARREL DETAIL B (AT &T) GROUNDING WINDOW BAR TWO HOLE LUG (SEE NOTE 1) DETAIL D DETAIL C I NSTALLATION OF GROUNDING ANTENNA GROUNDING BAR CONDUCTOR TO GROUNDING BAR NO SCALE l 6" NO SCALE DETAIL A (MGB) REFERENCE GROUNDING BAR NO SCALE 3/8 "0x1 1/2" S/S NUT S/S LOCK WASHER � S/S FLAT WASHER — 1116" MINIMUM SPACING TO LOW NOISE AMPLIFIER NOTES (SEE NOTE 5) GROUNDING BAR ON WALL, 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. UNITS (LNA) (WHEN REQUIRED) ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. ANTENNA CABLE TO FLOOR, OR ON ANTENNA TOWER BTS(TYP) 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH AND RECEIVE ANTENNA SECTION ("P", "A", "M, "F) WITH 1" HIGH LETTERS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. ALL HARDWARE 18 -6 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI - OXIDANT TX COMPOUND BEFORE MATING. FROM LNA (WHEN REQUIRED) �. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FIAT WASHER BETWEEN LUG AND STEEL, OO #6 AWG STRANDED COPPER COAT ALL SURFACES WITH AN ANTI- OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR CONDUCTOR WITH GREEN, 600V, DOWN TO GROUNDING BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THWN 2 INSULATION THE BACK SIDE. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. EXTERNAL rTOOTHED CLEAR HEAT y" MIN CLEAR 1/4" MIN SHRINK HEAT SEE NOTE 6 SHRINK —I Trrrr - - LIBEL JJJ111 (2) TWO EXOTHERMIC TO BE USED TINNED COPPER GROUNDING BAR WITH #2 AWG SOLID BARE TINNED S/S FLAT WASHER DO NOT "DO NOT DISCONNECT MKONNECT TAG ON ALL GROUNDING S/S BOLT (1 OF 2) BAR INTERCONNECTS AND EQUALIZERS BUT CONDUCTOR INSULATION #2 AWG TINNED. SOLID COPPER UP. AGAINST THE CONNECTOR BARREL DETAIL B TWO HOLE LUG NO SCALE TO LOW NOISE AMPLIFIER TO TRANSMIT (SEE NOTE 5) GROUNDING BAR ON WALL, SUITE UNITS (LNA) (WHEN REQUIRED) ANTENNA ANTENNA CABLE TO FLOOR, OR ON ANTENNA TOWER BTS(TYP) AND RECEIVE ANTENNA TX G G 0 (000 FROM LNA (WHEN REQUIRED) �. OO #6 AWG STRANDED COPPER #4 OR #6 AWG STRANDED RXt /RX2 RXi /RX2 CONDUCTOR WITH GREEN, 600V, CU CONDUCTOR WITH GREEN, THWN 2 INSULATION 60OV, THWN -2 INSULATION COAX JUMPER REQUIRED PER I I I I MANUFACTURER RECOMMENDATION 31 1 I I I r- 1 STANDARD GROUNDING UGBKIT- 0424 -T (TINNED). A LOCKBOX IS SEE NOTE 6 OR FOR EASE OF CONNECTION KIT (WP) ANTENNA HEIGHT WILL DETERMINE NUMBER OF (2) TWO EXOTHERMIC TO BE USED GROUNDING BARS AND THEIR LOCATION WITH #2 AWG SOLID BARE TINNED -- - --� (TYP) 1 (SEE NOTE 5) GROUNDING BAR ON WALL, SUITE EAT CONNECTOR WHERPROOFING / I ENGLEWOOD. ANTENNA CABLE TO FLOOR, OR ON ANTENNA TOWER BTS(TYP) KIT (TYP) G G 0 (000 FROM LNA (WHEN REQUIRED) �. OO #6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN 2 INSULATION GROUNDING BAR, ANDREW PART # UGBKIT- 0424 -T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART # 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF (2) TWO EXOTHERMIC TO BE USED GROUNDING BARS AND THEIR LOCATION WITH #2 AWG SOLID BARE TINNED -- - --� COPPER GROUNDING CONDUCTOR, EXOTHERMIC WELD TO BURIED #2 AWG TINNED. SOLID COPPER GROUNDING RING AND GROUNDING BAR CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS DETAIL D DETAIL C I NSTALLATION OF GROUNDING ANTENNA GROUNDING BAR CONDUCTOR TO GROUNDING BAR NO SCALE NO SCALE 5UPP1N BBW \ PEPLIED �. U PGRr ''E GO?S NU rNERS T .' BLE VAIN TO LBY 0 po BPB,i 'RBUNB A wo EN E GAP i T '� D EI NEGr N 8 .. L G IN STAL O o,,o,,� R NIN �Np l Y A T DrNER55UR�E PRREBraR \� BB G TO N,G NU NG� N DPER B D G TN pB IP' Of G OR ONO E S J P poEG DETAIL E DIPLEXER GROUNDING NO SCALE wl. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT N0: at &t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD. CO 80112 wl. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT N0: DRAWN BY: E l6 q 3314 CHECKED BY: 0 01/10/11 ISSUED ' PERMR REV DATE DESCRIPTION onvnln DN1445 — .0001445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GROUNDING DETAILS SHEET. NUMBER G -1 WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE rc F CABLE GROUNDING KIT � H6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 60OV, THWN -2 INSULATION GROUNDED TO GROUNDING BAR (SEE NOTES i & 2) III( 12" MIN. III I I DETAIL A CONNECTION OF CABLE GROUNDING KIT TO ANTENNA CABLE NO SCALE INDOOR OUTDOOR CGROUNDING " ANTENNA CABLES (TYP) CABLE GROUNDING KIT CYP) SEE DETAIL P THIS DWG OR WG (TYP) W (OR EQUAL) MULTIPLE CE WALL FEED THRU BLY LOSURE PLATE OUNDING BAR G SOLID TINNED BOW OUNDING RING DING BAR, ANDREW PART H UGBKIT- 0424 —T (TINNED). A LOCKBOX IS REQUIRED AT EACH ENTRY INTO SHELTER TASSCO PART # 351546. DETAIL B HATCHPLATE GROUNDING BAR & FEED THRU WALL ASSEMBLY NO SCALE O 0 s v e 0000` 0000 OT O O , NOTES 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION. AND CONNECTION ORIENTATION, PROVIDE AS REQUIRED. 2. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR DOWN TO GROUNDING BAR. ANTENNA CABLE 3. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR ENTRY PORTS RECOMMENDED BY CABLE MANUFACTURER. 4. WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TWO HOLE CONNECTORS WITH #2 AWG SOLID BARE TINNED COPPER OR STRANDED GREEN INSULATION (TYP) 1/4 7 x4 7 x20" COPPER GROUNDING NG BAR TO GROUNDING RING DETAIL C HATCH PLATE GROUNDING AT SHELTER NO SCALE EXISTING AT &I' at &t 188 INVERNESS DRIVE WEST EXISTING Ai ALPHA ANTENNAS (TYP) ALPHA CO 60112 ANTENNAS (TYP) SECTOR SECTOR TIE INTO EXISTING GROUNDING TIE INTO EXISTING CONDUCTOR (TYP) - GROUNDING RING (TYP) COMPRESSION GAMMA _ - CONNECTION (TYP) GAMMA .I COMPRESSION SECTOR SECTOR; CONNECTION (TYP) _ PROPOSED TMA'S (TYP OF 2) ___ PROPOSED TMA'S 1 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT N0: 163314 DRAWN BY: SAN CHECKED BY: WEB (TYP OF 2) ®2 AWG BARE TINNED #2 AWG BARE TINNED 38TH & WADSWORTH COPPER (BTC) MINIMUM COPPER (BTC) MINIMUM DN1445 — COU1445 (TYP) BETA B4 (TYP) 7530 WEST 38TH AVENUE SECTOR AZIMUTH I. SECTOR AZIMUTH WHEAT RIDGE, CO 80033 180' 180' SECTOR ADD DETAIL D DETAIL E SHEET TITLE ANTENNA GROUNDING PLAN ANTENNA GROUNDING PLA EL 39' -3" N ® EL 45'-0° GROUNDING DETAILS NO SCALE NO SCALE SHEET NUMBER G -2 at &t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD. CO 60112 1 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 PROJECT N0: 163314 DRAWN BY: SAN CHECKED BY: WEB (TYP OF 2) ®2 AWG BARE TINNED #2 AWG BARE TINNED 38TH & WADSWORTH COPPER (BTC) MINIMUM COPPER (BTC) MINIMUM DN1445 — COU1445 (TYP) BETA B4 (TYP) 7530 WEST 38TH AVENUE SECTOR AZIMUTH I. SECTOR AZIMUTH WHEAT RIDGE, CO 80033 180' 180' SECTOR ADD DETAIL D DETAIL E SHEET TITLE ANTENNA GROUNDING PLAN ANTENNA GROUNDING PLA EL 39' -3" N ® EL 45'-0° GROUNDING DETAILS NO SCALE NO SCALE SHEET NUMBER G -2 GENERAL CONSTRUCTION NOTES I . FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B &V) SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) OWNER - AT &T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT &T PROJECT SPECIFICATIONS. 3. GENERAL AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS. FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAYBE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL. ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RVLES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED, THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MIN. REQUIRED CLEARANCE. THEREFORE. IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. SITE TYPEIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH SITE TYPEIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND /OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION, 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2 -A OT 2- A:10 -8:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEER. 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, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED. CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL UTILITIES 24. 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. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES lF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE - APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS. AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND 15 NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT &T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35, ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT &T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES' AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING'. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CAN NOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND /OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROM LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41, NO NOISE, SMOKE, DUST, ODOR, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. 42. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING TO REMAIN. 43. NO LANDSCAPING 15 PROPOSED AT THIS SITE. ©. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 V 0 03/10/11 ISSUED MR PERM! REJ GATE OESCRIFTION 6t51H & WAUSWORIH DN1445 - .0001445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL CONSTRUCTION NOTES SHEET. NUMBER GN -1 0 PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY: WEB V 0 03/10/11 ISSUED MR PERM! REJ GATE OESCRIFTION 6t51H & WAUSWORIH DN1445 - .0001445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL CONSTRUCTION NOTES SHEET. NUMBER GN -1 0 GENERAL ELECTRICAL NOTES PART i-C- FNNERRAI 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE SUBCONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE SUBCONTRACTOR SHALL OBTAIN PERMITS, LICENSES. MAKE ALL DEPOSITS. AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS, 1.2 LAWS. REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES. STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS SECTOR ADDIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) B. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 8. AT& MOBILITY GROUNDING STANDARD ND -00071 114 SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE SUBCONTRACTOR C. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES. BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE SUBCONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED. NEW, AND FREE FROM DEFECTS B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AID MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT - DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND HREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. UQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT- CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. S. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME - RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, 12 AND SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED.. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN - RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J- BOXES. EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY. OR APPROVED EQUAL). C. DISCONNECT SWITCHES 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD - FRONT, QUICK -MAKE, QUICK- BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR APPROVED EQUAL. 0. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES. AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -( -)CS OR K2L -( -)CS ( -) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPIASTIC BOX FOR NON- TRAFFIC LUUIVMLNI CONIKULLLV. BHANUH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 2 AWG BARE. SOLD, TINNED, COPPER, ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE SUBCONTRACTOR. THEY SHALL NOT BE FABRICATED OR SECTOR ADDIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH - CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES. AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH - STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE. 5/5 "x10' -O". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED. WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED. ALIGNED AND TESTED BY THE SUBCONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE SUBCONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER - FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 1/2 INCH TRADE SIZE. 2. PROVIDE RMC CONDUIT FOR ALL EXPOSED EXTERIOR CONDUIT UNLESS OTHERWISE NOTED. 3. THE INSTALLATION OF SCHEDULE 40 PVC AND RMC CONDUITS SHALL BE 24 INCHES MINIMUM DEPTH. ALL 90 DEGREE BENDS SHALL BE RMC. EXPANSION JOINTS ARE REQUIRED ON ALL CONDUIT RISERS. 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER- BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS 8. SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. SUBCONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 2081240/120 VOLT SYSTEMS PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES. OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE. 3. PULUNG LUBRICANTS SHALL BE UL APPROVED. SUBCONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULUNG CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE SUBCONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EOVIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT &T MOBILITY GROUNDING STANDARD ND- 00071, ND- 00135. AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES. BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND /OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE SUBCONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, UGHTNING PROTECTION SYSTEM, Al BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). 5. TIGHTEN GROUNDING AND BONDING CONNECTORS. INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN- POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION - RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR- SHIELD ANTI - OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS. INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS, 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 5 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 0. BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 65210 (913) 458 -2000 a x]/10/11 IssLED FOR PERMR REV DRTE OESLRIWION PE -42908 IT 15 A VIOLATION OF IAW FOR ANY PERSON. UNLESS TIEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 1 38TH & WADSWORTH DN1445 - COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -2 (o BE 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE, 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36 DEPTH OR 6' BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE 15 MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN -LINE ARRESTERS. 16. SUBCONTRACTOR SHALL REPAIR, AND /OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE SUBCONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PREFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION.. B. WHEN MATERIAL AND /OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED .REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON - COMPLIANCE. C. TEST PROCEDURES; 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING IOGOV DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST LISTED TO SUBCONTRACTOR. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF- POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE 15 OVER 5 OHMS. PROJECT NO: 163314 DRAWN BY: SAN CHECKED BY WEB a x]/10/11 IssLED FOR PERMR REV DRTE OESLRIWION PE -42908 IT 15 A VIOLATION OF IAW FOR ANY PERSON. UNLESS TIEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 1 38TH & WADSWORTH DN1445 - COU1445 7530 WEST 38TH AVENUE WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -2 (o BE 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE, 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36 DEPTH OR 6' BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE 15 MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN -LINE ARRESTERS. 16. SUBCONTRACTOR SHALL REPAIR, AND /OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE SUBCONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PREFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION.. B. WHEN MATERIAL AND /OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED .REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON - COMPLIANCE. C. TEST PROCEDURES; 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING IOGOV DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST LISTED TO SUBCONTRACTOR. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF- POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE 15 OVER 5 OHMS. i Oft r^ � N OC�N =i.- C R a OO 0 `0 g a N @ R U z 0 y OCO TC TO -RN lL Y) O LO N E m t r^ � N M d. OC�N =i.- C R a OO 0 Ol C Z_ ry R ?� O N @ ' '- U NL@ y OCO TC TO -RN lL Y) O LO 7 NO a E J dE j @> O O O m @ C y C O O N O "OET - M Or�w NC UTCti 3 R Ra 0 tb M C�� N _ E� J Y U) o. ' - t 'O g ° `'O °2NO0 -mom OJUZOO U T O @ ..._ Y - w R a n aB 'oN0 R ui c..ac W zzQWpr 'y Cd U) C W G N u 0 .2 O R Mwc > NY.O ,�@, d'E oNO�.. 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INSPECTION RECORD l ttt - INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines rvuR rvO I,ONGRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumb Gas Piping Rough Mechanical Framing Insulation Drywall Screw TO BE BEEN FINALS Electrical Plumbing Mechanical Roof 7 7 9 / Building Final Fire Department R.O.W & Drainage MFORPLANNING G, FIRE AND PUBLICE WORKS Parking & LandSCap ing EK PRIOR 70 FINAL INSPECTIONS. ` - NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A OFA uvn� uvorri, IIUIV c r mt 0UILLAIV(i UIVIJ'IUN DOES NOT CONSTITUTE AUTHORIZATION TE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. !�CCUPAVCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUEr PROTECT THIS CARD FROM THE WEATHER `1 I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE " Inspection Type: A�,?v,4L !'ol Job Address: 753b u� Permit Number: 09'79';Z7 k ❑ No one available for inspection: Time (CM/,PM il Re- Inspection required: Yes Nod When corrections have been made, call for re Inspection at 303 - 234 - 5933 Date: - Inspecto �', DO NOT REMOVE THIS NOTICE v. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: �� L Job Address: L, It - Permit Number: 09z`� 9 / ❑ No one available for inspection: Time / v, �Q AM /f Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 2345933 Date: Inspector: O R ' DO NOT REMOVE THIS NOTICE ~ ► ~ ~ rte;+~, ~xr~,„~+ n;a.~„ r cross, and. -I instal ion 36.00 c. 4 City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit Property Address; 7530 MR7dl Axle Property Owner (please print): y*,tGg JA`mi UmyrQl= Phone: X13 !~d:5 6gh~ Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: MG&-pe (ICaPdT/A/l /NC Contractor License#: ygp~ oE$37o Phone: 363 77$ 5787 Sub Contractors. Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $000,0 J Description of work ~4C,KL!(a/dYO(/b~ppe.( (as calculated per the Building Valuation Data sheet) 99PdACZ irl (/OPExENf WIrR L4 L1(y/~YYS Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENT TIV/E of PRINT NAME: yp Z,f ICn431Mdz/ SIGNATURE: Date: I-~e O ] Bldg Valuation: $ 1 44' City of Wheat Ridge row, Commercial Roofing PERMIT - 093927 PERMIT NO: 093927 ISSUED: 11/09/2009 JOB ADDRESS: 7530 Wi38TH AVE EXPIRES:: 05/08/2010 DESCRIPTION:Install'. 105 sqs of ISO`. and ISOTaper CONTACTS owner 303/422-3459 Wheat Ridge Methodist Church sub 303/443-5843 Conrad A. Kawulok 01-8891 B &M Roofing of Colorado **:PARCEL INFO ZONE'. CODE: UA USE: UA SUBDIVISION:. 0556 :BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT VALUATION: 105,925.001 FEES Permit Fee 1,335.63 Total Valuation .00 Use Tax 1, 906.65 TOTAL 3,242.28 Conditions: 6 nail installation mid roof inspection required. Board sheathing spaced more than `a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. ***Contractor/Property owner shall provide ladder(s) secured in place fora. inpsections.`r Subject to field inspection. I hereby certify, that the setback distances proposed by this permit application` are accurate, and do not violate. applicable ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code P(I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to Sfield inspection. E/9/a 9 Signature of co ctor/owner ate 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to. the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or anyother 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 ?33 BUILDING OFFICE: (303)235-2855: 3INESS :DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i. oF'W"EtT City of Wheat Ridge Building Division Y Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan °toano° Inspection Line: 303-234-5933 Permit / G P'copertyAidress? 7530 lam. 30 / }V-2,. l J~z~{ Rt 1~,~/~ 0 8o333 Property Owner (please print): (~A?, i- R i b, e yn ~d ~e 14 5f Phone: 363- Z12Z -3 L/S I Mailing Address: (if different than property address) Address: /V A City, State, Zip: /v A t>ontir F: t~) Building Permit Application Contractor License V Phone: "p3- I I {?j -~3 Sub Contractors; Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): C~Urc k °`uS Construction value: $ /O.S, 725 DQSC[IPPOWof work] ~ectpd d,r -510 of (as calculated per the Building Valuation Data sheet) 4P iw EPbA- rock- Z45'hUl vie. o =SC) artd Plan Review (due at time of submittal): t1c Sa Tape. Tµs{q It QenS-1~1Gt<. (Ylec ka AlZaI IV 4Haelti vte 8O rxll. Sq. Ft./L.Ft added: Squares /OS BTU's Gallons Amps t 3 t)C. OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE(OWNER) (CONTRACTOR) or PERSONAL REPRESENT VEof(O ) (C NTRATOR) PRINTNAME: SCC.Lr_ tt C KQw-t Ol< SIGNATURE: C71ZL Date: N yIb YI Bldg Valuation: $ 1 .b/ HEQr~. ; m City of Wheat Ridge C0)40RACommercial Roofing PERMIT - 070662 PERMIT NO: 070662 . ISSUED: 07/03/2007 SOB ADDRESS: 7530 W 38TH AVE EXPIRES: 12/30/2007 DESCRIPTION: RE-ROOF ASPHALT COMPOSITE CONTACTS GC. 303/458-0727 Derek Hendricks 06-0033 Brickey Construction OWNER 303/422-3459 WR UNITED METHODIST CHURCH PARCEL INFO . ZONE CODE: UA . USE: UA SUBDIVISION: 0556 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,871.00 FEES Permit Fee 162.90 Total Valuation .00 Use Tax 105.68 q_ TOTAL 268.58 Comments: MUST MEET 100 MPH 3 SECOND WIND GUSTS SUBJECT TO FIELD INSPECTION i hereby certify that the setback distances proposed by this permit application are accusate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applipable Wheat Ridge Ordinancew-_fNr work under this pesmit. Plans subject to field inspection. ~ F) 'LD__1 Si4 ture of contractor/ . er date 1. This permit was issued in accordance with the provisions set forth in your application and is subYect to the laws of the State of Colorado and to the Zoning Regulations and euilding Codes of Wheat Ridge, Coloradoor 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 eupiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall not' y the Building Inspector twenty-four (24) hours in advance fox all inspections and shall receive written approval nspection ca d before proceeding with successive phases of the job. 6. The issuance o mit or e proval of drawings and specifications shall not be construed to be a permit for, nor an approval o, 'olati e provisions of the building codes or any other ordinance, law, rule or regulation. All plan rev' ect inspections. Signature of Chief Huilding Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 301's from fhe manafacturer, which spe:. aofing materials have been installed i.~ 700 mph three-second wind gust, shall t.<- for final roof inspecfion. - lBC Jul 02 07 04:41p Lanea Rguilar 303-973-5058 p.l COMMUNITY DEVELOPMENT DEPARTMENT Bullding Pemiit Number. - oF W~ BUILDING INSPECTION LINE • 303-234d933 Date: ~ g CITY OF WHEAT RIDGE , , • ° m 7500 WEST 29TH AVENUE ; . - - WHEATRIDGE,C080033-(30~3~-2J35r•28i65)~ i li ~/*l~ r',:• . ~OCORAO~ L~PLiQ~) lF " y`~'•'p:• , Pmperry Owner: gA+-l,(,tyact <St C c . . ' Proper[yAddress: 38~`'~~u.e. Phone: Contractor Licrnse No.: Cr o~ ~ Com~n ! . Y~ phone: 30 3`45$' 072--) OWNEWCONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT BuildinaDepf.ValuaSOnFigure: $ ! .~S -7I . I hereby rartify Met the setback tlistances proposad by this permit application are : - - accurate, and do not violate applicable arclinances, rulas or regulations ofthe City of - 4YheatRidgaorcavenants,aasementsurresttlctionsofrecoN;thatallmeasurements shown, antl allegaUons matle are accurete; Nat I have read and agree to abide by ail contli6ons printed on this applica6on and that I assume full responsi6111ty for wmpliancewith theVYheat Ridge Bullding Code (I.B.C) and all otherapplicable Wheat Ritlge OMinances, for work urWer this permit Plans subj t to fieltl inspaction./ (OWNERxCONTRnCTOR):SIGNED -Z, n pq7E 7~ f U 1 (OWNER)(CONTR4CTOR):PRINTED LS SA^~~CUV pAT ~'~L CJ~ Use of Space (description): - Description of work: lS Sq. Ft adtled Elecfrical License No: Plumbing License No: Mechanicai License No: Company: Company: Company: Expiration pete: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) Thispermitwasissuedinaccorclance withtheprovisionssetforthinyourappllcationantlissuhjecttothelawsafthe5tateof ColoredoandiotheZoningRegulationsandBuildingCodesofVJheatRidge,Coloradooranyotherapplicableortlinancesaf the City. - (2) Thispermitshallexpire if(A)Ihewodcauthorizedisnatcommencedwfthinsixty (90)daysfromiuuedateor(B) fhebuilding authorized is suspentled or abandorx.W for a period of 180 days. (3) Ifthispermitexpire5,anewpertnitmaybeacquiretlfarafeeofone-halflheamouMnortnallyrequfred,providednochanges havabeenorwillbematlelnlheatlglnalplansaod5pecificatlonsanAanysuspensionorabanAOnmenthasrrotezceededone (1) year. If changes have 4een or rfsuspension or a0antlonment exceeds one (1) year, full fees shall be paitl for a new perznit (a) No work of any manner shall 6e tlone fhat will change the natural flow ofwater causing a drainage problem. . (5) Contrador shall notiiy the Building Inspector twenty-four (24) hours in atlvance for all inspections and shall receive written approval on inspection caN before proeeeding wtth successlve phases of the Joh. . . (6) The issuance of a percni[ or the appravai of drawinqs and specificatians shall not be conshued to 6e a permit far, nar an - appmval o(, any violaGon of the provisions of the hullding codes or any ofher ortlinance, law, rula or regulation. All plan revlew Is sub)ectto fteld fnapeclions. Chief Building Official r ~Y~ City of Wheat Ridge Residential Mechanic PERMIT - 060909 PERMIT N0: 060909 ISSUED: 09/25/2006 JOB ADDRESS: 7530 38TH AV EXPIRES: DESCRIPTION: Replace 1 boiler w/ 4 boilers , CONTACTS owner gc 303/421-2161 WR United Methodist Church 01-7835 Blue Sky Plumbing PARCEL INFO ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 36,770.00 FEES Permit Fee 666.26 Total Valuation .oo Use Tax 661.86 'A~.a. . TOTAL 1,328.12 ll Comments: Citv of Whea4 Ridqe_PRESCRIPTI_VE ENERGY CODE BOILERS I FURNACES A MINIMUM OF 90%AFUE GAS WATER HEATERS A MINIMUM OF.6D ENERGY FACTOR ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTOR $ETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT) R•27 WALLS • R38 CEII.INGS • Rd9 CRAWLSPACES 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 oE Wheat Ridge or covenants, easements or reetrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner , date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This pesmit shall expireif (a) the work authorized is not commenced within sixty (60) days from issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acqvired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pesmit. 4. No work of any manner ahall be done that will change the naCUral 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 permit or the approval of drawings and specificatione shall not be construed to be a permit for, nor an approval of, any violation of the prwisions of the building codes or any other ordinance, law, rule or regulation. All ylanyeu3ye+ is syb}ecb-GO_ficld inopectiona. . . oE date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY 09/12/2006 11:07 3034240495 BLUE SKY PLUMBING PAGE 02 HUILbWG 1NSPECTION DIVISfON - 235-2855 GITY OF 1M11HF-AT RIDGE WHEA7~RIDGE, COV80 15 Properry Owner: ~ n,,~ ~Y{~~ ° Property RddYeSS': Contractor License Na : QWNERlCDNTRACTOR SIGM1IATURE OF UN~ERSTA DING ANd AGREEMENI _ Date: Rlflt,Ino, Phon~J -VA ~ Phtion t herehy Cedl(y that [he setbaCk disianceSN'eS aree r ui 1h ns of the CPty of 4Vheat Fidge nr and do not vlolate applirahle ordinance8, 9 covenanls, essemenls or feslnctions oP record; that all measuremen(s shawn, and EIlegatianc made are accurate; that I havc fead and agfpe lo abide hy all condilions prinled nn lhis epplicalion, and that I assume tull responsibihty for com~lianca wiW tNO~ derRliis Pernaing Code (U.9.C.) snd all other applicable~! 0 S ,t,(~i~^ ~ d~~ on Te a! 11 CS (QWNER)(CONTfiACTOR) SIGNED~ Construction Value : 31p,~~Q PermitFee: Use: LJse Tax : Total: Descriptian : - BUILDING DEPARTMENT USE ONLY . SIC : Sq. Ft : ~ APProvaf : - Zoning : Approval, Approval : Residential Units : Walls : Roof : Stories : Ocoupanoy: Electrical i.itense No: Plumbing License No : Mechanical License No : Gompany : Company : Company : Expiration nale : Expiration Date : Expira[ion Qate : qpprovai : Approval : Appraval: e (1) R.ry~~ ns andiBu IdnI9nGPde accard,mCe RId9e GAloredeSR~ any OIInePeJp Icihkle orAinances ef6lhepC ty . ol ihc 51e~e vl Colarddo 6nd lo ihc Ianing (21 Th~a permtt shatl expkC ~r fAl~~e ~m "'~O~`d le no~ cammencee wimPn s~ty leo~ days from ~+sue eaie or (e) Ne buildin4 auuionzed Is auspended ar abandoned !or a pedod ol ~ o daya, o~rymalp~nbendapPd~eGO^ eIndPnySU ~penI5I0ndr aOMdonrtlPrlhaS~a^-%uu~~ I~B'I~Ye~.P~apC~ ~eeamatleoflfsusp¢nn•lonforahendon~nt cxeceds nne (5{ year, tull Iees shall he pald for o new PermA~ (4 NoworkalanymznneraheAbedonalhelwfllchengfothenalurelflowalwalercausingadrainagepraelem. (5~ Conira~7orsh.~[l noGN 1he eNlding Ins~ecla~ M'enty• (241 houls In ad~l~x (or B9 In5PeChon3 and xhail reCRNe Wfitlrsn app'oval on Inspetllon catd belol9 p~ocn.ynng willt suctxaeive phases 01 Nef o6. .(8) o Ine buil~np eades a eny o~hePorrodinanr.e. Ww~nrtilo ctd!¢g~u4'r~°"'Ions ahall nat bc ConsWCd to b¢ a pennil for, nar an approval ai, anyvielallon of Ne pmvl.lone Chie( Building InSpector For Mayor 7HI5 PERMIT VALID CONLY ALL W234 5g33 24 HOUR5 f'RIOIR TO INSPE 7~ION EG70R AND MAYOR ~ Permit Number Building Permit 19359 CTI'Y OF WHEATRIDGE 10/ 17/2005 7500 West 29TH Avenue . \ . Wheatridge, CO 80033 - ~ . If75p2CflOtl LIf1G 303-235-2855 CiiyM+imeaxEwge `1 . 303-234-5933 Commercial Electric PROPERTY.753O . 38tIl AV . . . URIt: . . . owtvER: Wheat Ridge Unitited Methodist (303) 422-3459 , . Description . . . . . Add 6 Antennas to eacisting church steeple / tower. Painted brick to match.. Equipment on ground behind church. Units. Occupancy;.Walls RooE - Stories: Sq Feeti 0 ' - I hercby certiy tM1a[ tM1e setbnck dismucu propased by tM1is permit appliraflan are accurah, and do naf vbiere vpplicable ordinances; rulu or regWefians of the City of` . . WhevtlLdgeo ants,eaumenlsorresMChonsotrecord;tM1a[allm¢asurementsshown,andallega[iom madeare accwafr,NaHhaverevdvvdegreeroabideby... all coudiho s p hd on ppL ahon, and tha[ I auume full esp nsibJity (orcomptiance wtth Ne Wheat Ridge Building Code ([I.B.C.) and all o[her apPdleable WheatlLdg rdmanc fo workuntluthupe~ .,(OWNER)(CONTRACTOR) ~ . " ~i. SIGNEDDATE 1. This pemmt was issucd in accordence with the provisiansset (oM in your appVcvhan and is subjcet to che lews ofthe S[a[e af Coloratlo and ro tAe Zawng ' Regulations eud Building Code of Whw[ Ritlgq Colonda or any o[her applicable ortlinaucu atthe City. -2 : YAispemiifsM1all¢xpireif(A)NeworkaufM1Oriutlism[<ommeucedwithinsicty(60)tlaysfromissuedateor(B)debuiidiugautlkorizedissospendedm . . . .abantlovetlfaraperiadof130days ' 3 IftAispermitexpira,anewpermitmaybeacquirMforakeotone-hvVNeamauntnormallyrequtred,prondednochanguhavebeenorwJlbemetleinFlm . , orlgWalpiausandspecifica[ions.audanysuspe¢sianarebandonmen[hashotexceededone(1)ycar.Ifchangs vvdeaiifmspensionorebandamnent xceedsone(1)ywyfullfeexsAallbepaid(oianewpermit ~ 4NoworkafauymmmrsFe116edomtM1a[w111chmgethemmraltlowofwahrrnusivgadrainageproblem. 5 ContracrorshellnotifytM1CBuildinglnspecmr[wevty-four(24)houninad nceforallmspcetionsantl5hall eceivewnttenapprovalovivspeetloucardbe6re . .procectl(ngwithsuccessive.yM1uesof[hejob.. . . . -Bg TM1C isma ermlt a appmval of tlr 's a d specif hans shall no[ be cowtruetl ro be a permit 6r, nor en appmvnl of, any riola[ion ofthe p on b' wtlu or any o~ ce, l w, rvlc or rcguielion ChieBuildinglnsPKbr . SIGIYEDDATE < Monday, October 17, 2005 Page 1 of 1 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheahidge, CO 80033 303-235-2555 k ~ CilyafVM~ Ro'dye I , Commercial Electric Permit Number 19359 10/17/2005 Inspecfion Line 303-234-5933 PROPERTY 7530 38th Av URIt: owivEx: Wheat Ridge Unitited Methodist (303) 422-3459 Description Add 6 Antennas to eacisting church steeple / tower. Painted brick to match.. Equipment on ground behiud church. AuthorizedBy BuildingApproval Zoning Authorized On 9/22/2005 Approved By CR OK w/ notes. All electrical must meet 2002 NEC. Authorized By Zoning Approval Authorized On Zoning R-C/ Approved By TRC See attached commen[s & redlined plans. AuthorizedBy FireDepartmentApproval Zoning Authorized On 10/14/2005 Approved By DS See attached comment sheet Monday, October 17, 2005 Page 1 of 1 Application Date: Permit No. Wheat Ridge Fire Protection District ~ P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034=0507 = 303-403-5900 Office • 303-940-0350 Fax • www.wrfire.org R1 a Contractor Information Site Information ~ Name: r2fi- Address: O . GJ<<.F~1- Agent: Address: SIirFJ Business: Contact: /~i ~''c_%~ S~ /l/`✓arJ ~..r Phone: Phone: I attest the above information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the Gi property of the WheatRidge Fre Protec[ion District and is issued subject M conditions conWined herein. Upon any failure of any wndition including m failure of clearance of any permit payment, this permit is subject to immediate revocatian and the permit must be retumed upon demand to a representative of the Wheat Ridge Fire Protection Di Ict Signature of Appliwnt: NOTICE: If construction is statted prior to the issuance of a permit, 7HM(3) times the normal fee will be assessed. INSPECTION BY FIRE PROTECTiON DISTRICT REQUIRED? ~ ❑ NO Gau thJS permit in a ronspicuous place. Request required inspectlons a minimum of three days In advance at303403-$902 TYPE OP PERMIT FORMULA (see fee schedule sheet) FEES Tank Inspection No. of Tanks= Review Alarm System Plans System Value= Review Sprinkler System Plans System Value= Rev'ew Misc. System Plans System Value= eview Building Plans Valuation= Gfiooo Special Handling or Use Plans Valuation= TOTAL FEES DUE ❑ Total Bldg. ET-Alferation ❑ New ❑ Partial /mu4+~t . Date Paid 'sutP9 a_ Amt.Paid Method r ae. 12c Initials V,: c, ~ N ~ m ~ ~ 0 -1 m n ~ N 0 . z Hydrostatic Tests and Dates: v ~ Comments• ~ ~ FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIf. ❑ APPR VED AS SUBMIfTED A ~ D f LLY APPR VED (See Com ents.) .4 BY 2 67 ~ T1TLE DATE A)r TYPE OF PERMIT FORMULA (see fee schedule sheet) PEES Site Assessment (Re-Submittal) No. of Sites Plan Revision (Re-Insped) No. of Hours After hours inspection 2 Hours + No. of Hours TOTAL FEES DUE PINAL APPROVAL Date Paid Amt. Paid Method Initials Ma rn X 3 M BY TITLE DATE 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Pax:303.235.2857 The City of Wheat Ridge 21 September 2005 Colleen Cousino 6756 South Detroit Court Littleton, Colorado 80122 RE: 7530 West 38`h Avenue/Collocation of wireless facilities Deaz Ms. Cousina I have completed my inifial review of the building permit application for collocation of wireles"s CMRS facilities at the above-mentioned property. The property is: zoned Restricted Commercial (R- C) with a small portion of Residential Three (R-3) on the western property line. Pursuant to Section 26-615 of the Wheat Ridge Code of Laws, building or structure mounted antennae aze allowed in each zone district, given some basic provisions. The building perinit application as submitted is approvabie, provided the following are met: 1. The panel antennae must be colored to match the existing exterior of the church. spire. 2. The panel antennae may not extend further than two feet from the face of the spire. 3. The proposed equipment enclosure may not exceed six feet in height. The planset has been redlined to inclnde these stipulations. If you have any quesuons regarding thee comments, please feel free to give me a call. I can be reached at 303.235.2849. Sincerely, Travis~J~ planner Colleen Cousino 7530 W. 38' Ave. WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 800340507 303-403-5900 • FAX303-940-0350 • WWW.WRFIRE.ORG Hedrick and Associates 2455 West Main Street Littleton, Colorado 80120 October 14, 2005 Re: Addition of Cellular Towers @ 7530 West 38h Ave., United Methodist Church. The foIlowing requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Profecrion :district and the City Council of the City of Wheat Ridge, Colorado. 1. The plans submitted to the Fire District do not show if there is an overhang from tke church over the gated area Requirements may be made to haue a non- combustible fence. 2. Pemuts shall be posted at the address of perinitting., 3. 'Fhe emergency shnt offs shait be c2eazly signed on the pawer breaker boxes. 4. The battery back-up power shall haue an emergency shut off on the exterior of the boxes. 5. Keys shall be provided in a required Knox box, for access to the gated azea. 6. Emergencp numbers for 24 hour service shall be posted on the exterior of the fenced azea and be visible at 20 feet from the fenced azea. 7. Duriug conshuction the following shall be addressed: • All Fire Lanes shall remain clear at all limes. • All means of egress from the schooUcfiurch shall remain open at a11 times of conshuction. • A Fire Extinguisher with a m;nimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK" operaiions. • Power shall be inaintained to the school at all times of oacupancy. • The Fire Dishict shall be notified if the Fire Alarm system is to be o.ff line at any time. • An N.F.P.A. 7(}4 placazd shall be placed on the main fence for the lrighest quantity in each field. (Battery acid) • The Fue Disirict shall be given 24 hour notice for mspeeticros. ( These should be included with the electrical inspections- including rough and fixial•) Any question contact me at the Fire Distdct. Revj~sye k Duglas J. Sa a Fire Mazshal COMMUNI7'Y DEVELOPMENT DEPARTMENT Building Permit Number. pF WHEqT9 BUILDING INSPECTION LINE - 303-2345933/ Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION y39 - cS ~15 ~ PropertyOwner: W 6~~ CJ,- h~ . is UY~~ 3 Property Address: '1'S?jb ~ ZjB~" P`e - i WV~,&`k TZ'J-y Phone: 303 22 \ l Contractor License No.: _S= Company:i Phone: ~ . . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 I Buildinq Dept Valuation Figuie: I hereby certify that the setback distances proposed by this permd appiication are accurate, and do not violate applicable ordinances, rules or regulations Mthe City of Wheat Ridge or covenanGS, easements or resfictions of record; that ail measurements shown, and allegations made a2 accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibilily for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, forwork under this pertnit. Plans subjecl to field inspedion. (OW NER)(CONTiiACTOR): (OWNER)(CONTRACTOR):PRINTED DAiE ValUE:$ ~ Permit Fee:$ ' Plan Review Fee:$ Use Taac: Total:$ Use of Space (description): Description of work: -z S}-`(r-~~ C~ r w~ S~~C ~ ~~zc~br icP( -t~ yv~we-cL.. E4~~-v~e,~ Lr, c) r v uhct io-e b. (Y.c{ cla,) YCsN Sq.Ft.added BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS: Approval:60~ SQQ ~{"{~y,~e~, vt~ llnLJ ~?w~C Zoning:r,~' ~.~j ~ o = ~ ; L~ ~ J I. J6/,y~ ~ ~/i_ GCOMMEMS: Ok w+~~ No~ R~4 ~/~j/v«/~, p C~n q I °t ~nn~ Approval: r"~P+C, L4~Z /~EG ~j~cc°I I~22 Sr 1 uu v r WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumb(ng License No: Mechanicai 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 yourapplication and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buiiding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not wmmenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a periotl of 180 days. (3) If this pertnit expires, a new permit may be acquired 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 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 permfl. (4) No work of any manner shall be done that will change the natural flow of water pusing a dreinage problem. (5) Contractor shall notiry the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permd for, nor an approvalof,~any ~violationoftheprovisionsofthebuildingcodesoranyotherordinance,law,ruleorregulation.Allplanreview is su4ieEfFo~Wd inspettions.~ I/ CITY OF WHEAT RIDGE p/d4~ip-- New Cingular Wireless PCS, LLC - Telecommunications Facility- ~ 2D "38T" AND WADSWORTH" 7530 W. 38T" AVENUE, WHEAT RIDGE, COLORADO 80033 LETTER OF INTENT PROJECT CONTACTS Applicant: New Cin~gular Wireless, PCS, LLC (formerly known as AT&T Wireless) 1001 16` Street Suite C-1 Denver, Colorado 80265 (303) 898-2233 Contact: Rick Sullivan Co-Applicant: General Dynamics 1450 Academy Park Loop Colorado Springs, CO 80910 Contact: John Marshall Agent: Cousino & Associates 6756 S. Detroit Court Littleton, Colorado 80122 Contact: Colleen Cousino (303) 883-5359 Fax: (303) 771-3577 Property Owner: Wheat Ridge United Methodist Church 7530 W. 38`" Avenue Wheat Ridge, CO 80033 Contact: Doris Willoughby Lessee: New Cingular Wireless PCS, LLC, (formerly known as AT&T Wireless) Site Address: 7530 W. 38'" Avenue, Wheat Ridge, CO 80033 Parcel 39-261-1 &001 Current Zoning: Residential/Commercial Reference: "United Methodist Church Minor Subdivision" - 770300 Allowed Bidg Hgt: 50' Size of Leased area: 12' x 20' - for BTS cabinets inside brick fenced area in rear of building Legal Description: Lot 0003, Section 26, Township 3, Range 69, NE114 Site Type: New Cingular Wireless PCS, LLC stealth wall mounted antennas, painted brick to match existing church steeple tower for telecommunications site with existing 3- sector antennas painted brick to blend in with steeple/tower. Related BTS equipment screened inside brick fence in rear of building. Brick to match existing building. Proposal: Add six (6) antennas to existing church steeple/tower, painted to match brick of and related BTS equipment area in rear of building enclosed inside brick fenced area. Access: Existing Access from executed Lease Agreement between the parties. Utilities: Electric from existing service near the site Telephone from existing service near the site Coveraae Obiective New Cingular Wireless PCS, LLC Services' objective is to continue to develop and provide the latest technology to the citizens of the City of Wheat Ridge, and surrounding areas in Jefferson County. Impact on Surroundina Residents Visual impact of the proposal will be minimal as the antennas will be painted to blend in with the existing church steeple/tower, painted brick to match the steeple - virtually hiding the telcommunications facilitiy from view. Facilitv Maintenance The facility is generaily serviced by the carrier once a month by a small passenger vehicle. The service visit typically takes up to two hours and is usualiy for preventative maintenance purposes. Access/Easements The PCS facility will be accessed from existing access. New Cingular Wireless PCS has obtained all necessary utility and access leases from the property owner. Utilities Power and telephone utilities will be provided from existing utilities located at and near the site. Develoument Assurances 1. The proposed facility will emit no noxious odors, heat, noise or other pollutants. 2. Traffic to the facility wili be negligible. Local, fuli-time trained employees of New Cingufar Wireless PCS, LLC will be responsible for regular inspection and maintenance of the site (approximately once a month or in an emergency). Access to the site will be restricted. 3. Construction of the facility wiil exceed industry safety standards, and all construction wiii comply with all applicable locai and state building codes and regulations. 4. The proposed facility has been designed with consideration to local wind and weather conditions. 5. The proposed facility will comply with all applicable FCC and FAA regulations. 6. The facility will not interfere with television or radio reception. 7. Normal household electric service (single phase 220 volt/100 amp) currently exists at the facility. 8. The facility will not require sewage disposal, water or garbage service. 9. The owner stated that he has no knowiedge that the site was ever used to dispose of waste. City of Wheat Ridge Community Development Department Memorandum TO: Potential Land Use Applicants FROM: Meredith Reckert, Senior Planner SUBJECT: Pre-application meetings DATE: March 17, 2005 The Community Development staff has reserved time once per week for pre-application meetings. The purpose of these meetings is to provide an opportunity for potential development applicants to discuss land use proposals with various city staff persons from the Public Works and Community Development Departments. The pre-appiication meetings will be held every Thursday afternoon and can be scheduled with Kathy Field, Administrative Assistant, at 303- 235-2846. Meetings will be scheduled at 2:00 p.m. and 3:00 p.m. If you arrive late, you will only be allotted the remainder of your hour. A$200 fee, in the form of a check or cash, will be required. In addition to the fee, the following shatl be submitted by the applicant 9 days prior to the scheduled pre-application meeting (no later than Tuesday morning 9 days prior to the pre-application meeting). If the fee and minimuxn information are not submitted by Tuesday morning, the daie will be postponed. Minixnum required information: 1. Written narrative of the proposed project with enough detail to adequately convey the scope of the project. 2. A"to scale" site plan for the pmperiy. Other informatipn which may be required: 1. Survey of the property 2. Existing or proposed development plan 3. Subdivision sketch plan if platting or a subdivision is required 4. Property deed(s) 5. Photographs of the site ;'he City will provide 't,te :o1lawing documents, as needed, a# u e meeting: zaning u.aps, aerial photos, right-of-way maps, recorded development plans (usually for planned developments), existing subdivision maps, approved drainage reports on file. Copies of existing building plans 1 may not be available for ttie meeting. If architecturat building plans for existing structures aze desired, please let the Community Development Department laiow in advance, so a seazch can be completed prior to the meeting. Depending on the topic, the following city staff may attend the meeting: Meredith Reckert - senior planner Chad Root - codes administrator Steve Nguyen - traffic engineer Daue Brossman - civil engineer Travis Crane - planner Jeff Hirt - planniug technician Minutes of the meeting will be summarized in a follow-up letter and mailed to attending applicants within 5 to 7 days after the pre-applicarion meeting. The original minutes of the meeting will be kept in a central location accessible by the plauniug staff. Topics of discussion will include, but not be limited to, the items specified on the checklist. In certain instances, staff may request more information be submitted or feel the need to check current policy and meet with you again. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development D'uector, Public Works Director, Boazd of Adjushnent, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate, and information submitted. F:TiaminBU3~aov5\anildmglp,'eapPScanoa meemgs.wPa 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 T`he City of Wh.eat Ridge 21 September 2005 Colleen Cousino 6756 South Detroit Court Littleton, Colorado 80122 RE: 7530 West 38`" Avenue/Collocation of wireless facilities Deaz Ms. Cousino: I have completed my initial review of the building permit application for collocation of wireless CMRS facilities at the above-mentioned property. The property is zoned Restricted Commercia] (R- C) with a small portion of Residential Three (R-3) on the western property line. Pursuant to Section 26-615 of the Wheat Ridge Code of Laws, building or structure mounted antennae are allowed in each zone district, given some basic provisions. The building pernut application as submitted is approvable, provided the following aze met: 1. The panel antennae must be colored to match the existing exterior of the church spire. 2. The panel antennae may not extend further than two feet from the face of the spire. 3. The proposed equipment enclosure may not exceed six feet in height. The planset has been redlined to include these stipulations. If you have any questions regarding thee comments, please feel free to give me a call. I can be reached at 303.235.2849. Sincerely, Travis~~ Planner Colleen Cousino 7530 W. 38'" Ave. Property appraisal system Map Previous 2 OF 2 Page 1 of 1 Printer Friendl~Page ~ Sch:405779 Parcel ID:39-261-19-001 Status:Exempt Properry Type:Exempt Property Address 07530 W 38TH AVE ~ WHEAT RIDGE CO 80033 Mailing Address: SAME ADDRESS AS PROPERTY 0 Owner Name WIIEATRIDGE UNITED METHODIST CII[JRCH Area:2 eighborhood: Subdivision Name: 770300 IINITED METHODIST CHURCH MINOR SUBIJ Block Lot Key Section Township Range QuarterSection Land Sqft ~ 03 ~ 26 300 3 69 ~ 124582 EjEI❑=== Total 124582 Sale Date Sale Amount Deed Type Reception 09-22-1969 ~ Merger 8809866M 10-07-1988 ~ Plat 88098665 Assessor Parcel Maps associated with Schedule: map39-261.pdf. Acrobat Reader is required to view PDF's. Location Map/Additional Information. Send mail to assessor@cojefferson co.us with questions or comments about this Web sire. Copyright @ 2005, Jefferson CounTy, Colorado. All rights reserved. A Ma op f How to Get to Our Off ce W eb site infortna6on curtent through: 09-10-2005 Vemion 3.4.0 - Release Date: AOGOST 2005 http://wwl4.co.jefferson.co.us/ats/displaygeneral.do?sch=405779&offset=l 9/14/2005 Home PraPerh' Records Cencral I Inforinntion PLRNNING & PW P.1 Fax:3032352857 ~1< Transmit Conf_Report A<4< Sep 28 2005 16:41 Location Mode Start Time Page Result Note 93037713577 NORMRL 9/28,16:41 0'28" 1 * D K WN~AT City of Wheat Ridge ~L1RA 0 ~ax Tr~ns~i~a' 7500 West 29th Avenue • Wheat Ridge, Colorado 80033 Planning: (303)235-2846 Bui{dina: (303) 235-2855 Engineering: (303) 235-2861 p/U(; (303)235-2857 Web Site: www.ci.whea~e.co.us DATE ~ Name: Organization: Fax: Phone: From: Division: $ubject: # af Pagss: ❑ Buildingq Engineering ❑ (Includin4 cover naae) \ , Comments: PtS1mLOC. `Ua ` sl o~ Ftla - 0 . a City of Wheat Ridge Fax Transmittal 7500 West 29th Avenue • Wheat Ridge, Colorado 80033 Planning: (303) 235-2846 Building: (303) 235-2855 Engineering: (303) 235-2861 FAX: (303) 235-2857 Web Site: www.ci.wheatridqe.co.us DATE q 1 Name: ~ ll~S Organization: Fax: Phone: ?sSn From: Division: I Pf ring ❑ BuildingV( Engineering ❑ Subject: # of Pages: (Includina cover page) ~ Originai to follow in the mail ❑ Yes ❑ No Comments: puy~A' V:ct 1) 5 ' (0 C~ _ U~;L~ 130, oC) \ £ \ ~ ~ f ~ ~ F 1q✓ hy• ~ } . 1 ~..~~~,T ~~^A L/~t1~.R~~S\\\.: . ~ ` I j+~'~ii 4 ~.a d n ~J-,'`r+ ii4~~l `7rj~t ~t::' Z~~,~f ° U ~ 5 ~R•~.~lk~~{.:~F~.~l..Y~,:. ]f' ~.'Yl 5 Y`93 Y. 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' ~ . ~ . x . . . . , . , . ~ . . 9-14-2005 11 =57AM FRa.i WI-EAT RIDGE lMr- 303 d56 8386 P. 1 n3*: 9J9/OS Re: N riJ~wireless PCS, LF.C 1VameJAlumbec: 38'" snd W.tDSWOItTH From: pwnedKeprescattim LF'CIER OF AUTHOR~I~et'YTON Ta Or of WlM Rift PLAAUVIN6 AND ZODtITtG A1Vl3 BUILDIlYG 13EPARTMENf: 77ae imdsrsi~, ~c r`; ' Qwm aad/ar andwrizW xepzsentative afthe propatj• located et 7530 V~ 38 Avea~ue VUh Ridge. CA RA033 da hece6yatrthorire ColleenComina dt+la Cougina dt Assoctate4 Sue Aaqedsitioa aad 7.Qmag GonsvUant fOr Necv C'iagniar V65aa1, PCS, LLC, m make aPPhcativn for auY and all necessaiy zonin8 P~iew mcluding the 51ing of buikbnBPermit aPPliratiovs fiort}e tclccommumcation aitc loxaGad at Wheat Riblo United hftid~ 7530 W_ 38n` Avenue. Ridge. Colorado 80033 . Me -,s Ve1g teuly Yowl, OwnedrWtltosizbd Repre;x~c STA'fE dF COLOIfAiX3 ) CUUN'T1ff3F swwy~ ~a~a~at,~maft~`~a~~~~~x✓_,AOS _ . 1`e V - `TL. Notrry puMie Primed Name- es2 J ✓S/K ( Adche.xv. MY~men expim:~"i; voNio co) • ~1 a'; ~ 7 ~a'••. B~IC . , CITY OF WHEAT RIDGE New Cingular Wireless PCS, LLC - Telecommunications Facility- "38T" AND WADSWORTH" 7530 W. 38T" AVENUE, WHEAT RIDGE, COLORADO 80033 LETTER OF INTENT PROJECT CONTACTS Applicant: New CinRular Wireless, PCS, LLC (formerly known as AT&T Wireless) 100116 Street Suite C-1 Denver, Colorado 80265 (303) 898-2233 Contact: Rick Sullivan Co-Applicant: Generai Dynamics 1450 Academy Park Loop Colorado Springs, CO 80910 Contact: John Marshall Agent: Cousino 8 Associates 6756 S. Detroit Court Littleton, Colorado 80122 Contact: Colleen Cousino (303) 883-5359 Fax: (303) 771-3577 Property Owner: Wheat Ridge United Methodist Church 7530 W. 38Ih Avenue Wheat Ridge, CO 80033 Contact: Doris Willoughby Lessee: New Cingular Wireless PCS, LIC, (formerly known as AT&T Wireless) Site Address: 7530 W. 38`" Avenue, Wheat Ridge, CO 80033 Parcel 39-261-19-001 Current Zoning: Residential/Commercial Reference: "United Methodist Church Minor Subdivision" - 770300 Allowed Bldg Hgt: 50' Size of Leased area: 12' x 20' - for BTS cabinets inside brick fenced area in rear of building Legal Description: Lot 0003, Section 26, Township 3, Range 69, NE114 Site Type: New Cingular Wireless PCS, LLC stealth wall mounted antennas, painted brick to match existing church steeple tower for telecommunications site with existing 3- sector antennas painted brick to blend in with steeple/tower. Related BTS equipment screened inside brick fence in rear of building. Brick to match existing building. Proposal: Add six (6) antennas to existing church steeple/tower, painted to match brick of and related BTS equipment area in rear of building enclosed inside brick fenced area. Access: Existing Access from executed Lease Agreement between the parties. Utilities: Electric from existing service near the site Telephone from existing service near the site Coveraqe Obiective New Cingular Wireless PCS, LLC Services' objective is to continue to develop and provide the latest technology to the citizens of the City of Wheat Ridge, and surrounding areas in Jefferson County. Impact on Surroundinq Residents Visual impact of the proposal will be minimal as the antennas will be painted to blend in with the existing church steeple/tower, painted brick to match the steeple - virtually hiding the telcommunications facilitiy from view. Facilitv Maintenance The facility is generally serviced by the carrier once a month by a small passenger vehicle. The service visit typicaliy takes up to two hours and is usuaily for preventative maintenance purposes. AccesslEasements The PCS facility will be accessed from existing access. New Cingular Wireless PCS has obtained all necessary utility and access leases from the property owner. Utilities Power and telephone utilities will be provided from existing utilities located at and near the site. Develooment Assurances 1. The proposed facility wili emit no noxious odors, heat, noise or other pollutants. 2. Traffic to the facility will be negligible. Local, fuli-time trained empioyees of New Cingular Wireless PCS, LLC will be responsible for regular inspection and maintenance of the site (approximately once a month or in an emergency). Access to the site will be restricted. 3. Construction of the facility wili exceed industry safety standards, and aii construction will comply with all applicable local and state building codes and regulations. 4. The proposed facility has been designed with consideration to local wind and weather conditions. 5. The proposed facility will comply with all applicable FCC and FAA regulations. 6. The facility wili not intertere with television or radio reception. 7. Normal househoid electric service (single phase 220 voIt1100 amp) currently exists at the facility. 8. The facility will not require sewage disposal, water or garbage service. 9. The owner stated that he has no knowledge that the site was ever used to dispose of waste. 0 0 cingular X SITE NAME: 38TH & WADSWORTH SEARCH RING NUMBER: DNVRC01445 LATITUDE: 39°46'06.8"N GROUND ELEVATION 5558' AMSL LONGITUDE: 105°04'48.2"1r17 PROPOSED CINGULAR ANTENNA CENTERLINE: 45' AGL PROJECT INFORMATION AREA MAP o APPROVAL LIST PROPEftIY OWNQt WHEAT RI~CE UNIIED MEfHOD15T CHURCH J530 W ]B1H AVE p ;e'^` . ` { TRLE SIGNANRE DA~E . . WHEATRIOGE, COLORP00 9~033 COH~ACT: OORS WILLOWHY OR SUWINE HATCLIiF ~ , . g . y~~ . WI RF ENCINEER PHONE 303-4Y2-3459 F' h Y ~ j~ttpylli$Q~~Ci~` GENERAL DYNAMICS OWNER SRE I.D. DNJRC01995 OWNER SRE NAAIE: 39IH k WAOSIYOAIH 4 'S ~ ~ ' NEW CINGUWi WIRElE55 PCS M Pl1CAHF. NEW qNGtIVJi WIREL65. PCS. LLC. ~ry y~'3841y,y t /'4V~E SRE OWNFR iooi ism sra~r, c-i DQNER, CO 80265 1P ~ i ~f ACKNOWLEOCMEM OR SIGN OFF' BY PARII6 TO THE CONSIRUCTION DRAWINGS DOES N0T CAMPLT: RICK SULLNPN g W~}Fi AVe 3j . CONSlIME ALTERATION OF LFASE lERA1S. PHONE: (3U3)-098-22J3 . I i CA-MPL1GlR CENERAL DYWJAICS WIREL6S SERVIC6 y S 3C~ ~ * ~ : 1{50 AGDEMY PMK LODP CA LOPA00 SPRINGS, fA BOB102 I ? ~ uV.m. V f ; {[f i~ . ;~u~, h 7 u. ~ 1 ' ~~--~~-~•1~ SH EET INDEX COMACT: JOHN AIPRSH 41 '1 - i ~ } 1't ! +7T~~LL1iVN' I t REVISION HISlORI PHONE: ()19J -)&5-B)6) ~ ~ ~ SHE Ef SHM mUE SRE AODRESS: ]530 W 38TH AVENUE Z R~~1~ e N0. REV. N0. DAIE . WHFARIDGE, CO 90033 ~ ~ j E"'r,~` ' # ~ 3$~ T-1 TfRESHEEf 2 9/13/05 COUNIY JEFFERSON " v~ ~ f~1 mP P 7 3~ ~ E i `e. Wa4~ Pk f 3 ZONING CONSULTPM: COUSINO & ASSOC GOMACf: PHONE. (303)-883-5359 l4 ~ T„v ~y~ ^ C-1 P~ 2 9/73/05 IARNDE: 39' 46' 05.81 g ~ C-2 ENLIRGED SRE PUN p 9/13/05 IONGINDE 105 04' 48 Y . W ~3Y{~ 1~Yt" C-3 TOWER ELEVAPON 2 9/13/05 ENCMEER: HEDRICK h /SSOCNT6 j C1 r £ . ~on'co e"oi2o~ PHONE 303 198-940.5 W- 32~d t ' C-4 AMENNA INFORMA710N 2 9/13/O5 : ( ) - FA%: (303) 798-9462 ~ . W ~4t~. _ f ' C-5 EQl11PNENT DEfAIfS 2 9/13/05 CAMhCT: NQl HAWKINS, P.E. C-6 H-FRAME, FENCE AND CABLE 7W1Y DEfAIlS 2 9/73/05 VICINITY MAP o ~ _ E-1 LOf.AL PoWER/IELCA BOARD 2 9/13/OS F/~CILIIY IS IINMANNED AND NpT FOR HUM4N H4BRATION. l4NDICAPPED ACCF55 NOT REQVIRED y E-2 PoWER/TELCO PIANS 2 9/13/05 . PC'~ - - j {:I ~ m I c E-3 PANEL SCHEDULE § SINGLE L7NE 2 9/13/05 ~ 6 - g----` a E-4 GROUNDING PIAN 2 9/73/05 DRIVING DIRECTIONS ~ ,--i-= "~?fi,~Iw ~ e-s GROUNDING OE7NLS 2 9/13/05 (FROM LOCAI ATkT PRQIECT OFFICE) I-25 NORTH TO US-6 W/W 6iN AVE VW IXR 109B TOWARD W(EWOOD ORNE 3 6 MR£5 TO WMSWORTH BLVD MERGE E-6 ANIFNNA CAffiE CONFlGURATION & RF SCHEDIILE 2 9/13/05 . . . OMO WADSWORiH BUVO CO/121-N. DRNE 3.1 MRES TO 39111 AVE NRN RIGlR E (~~j b. Vh4'M~I- ~ ~ OMO 3HIH AVE. WHEATRIOGE UNIIEp AIEIHODISf CHURCH LOCAIED LESS THW 0.1 ' : i~i {s - . E 1 MILES ON SOUIH SIDE OF 39M NVE ~y - t. ({'cF{ "0-, GN-i GENERAL NOlES 2 9/13/05 q ~ GN-2 GENERAL NOTES 2 9/73/05 -i c 1! rcE-r i ~ a S o -11 GN-3 GENERAL NOTES 2 9/13/05 GN-4 GENERAL NOTES 2 9/13/05 8 SI-1 SIGN IAYOUT AND DEfA1LS 2 9/13/05 K ~ ~ . I °E .~d C 9V@~ 3 xi31a~ U! W:2m~aV@ X cingular raising the barDdd, GENERAL DYNAMICS WOHLDWIDE TELECOMMUNICATIONS SYSTEMS 1450 ACADEMY PARK LOOP COLORADO SPRINGS, CO 80910 (719) 570-5100 HEDR/CK & ASSOC/A7E5, LLC Engineers • P/onners • Surveyois 2455 Wesi Moin Street Litileton, Colorado 80720-1970 Tel: (303) 798-9445 Fax: (303) 798-9462 Hqy,g °2F~ ~17 55,/ SflE ID: DNVRC01445 SRE NPME: 38iH & WADSWORTH SRE ADDRESS: 7530 W. 38TH AVE. 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The subject property currently has split zoning designations: Restricted Commercial (R-C) for the majority of the property, and a small strip of Residential Three (R-3) on the western property line. A church currently occupies the property. You have requested to locate commercial mobile radio service (CMRS) facilities at the above- mentioned property. The facilities would be mounted on the existing church steeple, colored to match the existing exterior. The Code of Laws specifies that collocation or building mounted facilities may occur on commercially zoned properties only. The locauon of the steeple is in the portion of the property zoned Restricted Commercial (see attached aerial), and therefore allowed as a use by right, without need for rezoning or special use permits. A building permit application, along with associated civil drawings and legal agreements, must be completed and submitted to the Community Development Department for review. If you have any further questions, feel free to give me a call. I can be reached at 303.235.2849. Sincerely, O` i/I- Travis R. Crane Planner Colleen Cousinou 6756 S. Detroit Cir. N A N.r.s. 7530 W. 38th Ave. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14880 BUILDING INSPECTION LINE - 303-234-5933 Date : 1215/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: WHEAT RIDGE UNITED METHODIST CHURCH Property Address : 7530 W 38TH AVE Contractor License No. : 20168 Phone: Company : Donald E. Jagger Roofing Company phone : 303-286-9241 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT f hereby certify that the setback disfances 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 allegatioris made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat e ordinances, for work under this permit. Construction Value : $47,550.00 Permit Fee : $624.05 Plan Review Fee : $0.00 Use Tax : $570.60 Total: $1,194.65 (OWNER)(CONTRACTOR) SIGNED ~ DATE~`~~/ US2 : Description : REROOF. TEAR-OFF EXISTING ROOF / INSTALL 2" ISO & DENSDECK MECH. ATTACHED / FULLY ADHERED SARNAFIL PVC 60 MIL MEMBR,4NE SYSTEM 1 Ifl'AII~~ - BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : amuglow Approval : Zoning : Approval: Approval: Occupancy: Electrical License No : Company: Expiration Date : Approval: Walls : Roof Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to ihe laws of the State of Coloredo and to the Zoning . Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authonzed is suspended or abandoned for a penod of 120.days. (3) If this permit expires, a new pertnit may be acquired 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 any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new pertnit. . (4) No work of any manner shall be done ihat will change the naturel flow of watercausing a dreinage problem. (5) ConVac[or shall notify the Building Inspedor hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) Th s ance of a rmit or ihe approval of d2wings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the vis ~ n ding codes or any other ordinance, law, rule or regulation. _ F Chief Buildi Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT DF WHEqp P BUILDING IN$PECTION LINE - 303-234-5933 ~ ° CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE ~,O OftPO~ WHEAT RIDGE, CO 80215 -(3y0A3-23$5-~285~~y5~S3 Y31 P$9~ ~iY3$ OY ♦ Proper[yOwner: "'e Ar i ` ?1~~ /~/C//10 i5 ~ PropertyAddress: -7~'30 (,t~ed I 3~ ~/'ivE Conhactor License No.: ~;2p/66P ~ Company: N O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that [he setback distances proposed by this permit applicafion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenan[s, easements orreshicrions ofrecord; thatallmeasuremenis shown, and allegations made aze accurate; that I have read and agree [o abide by all condifions printed on this applica5on and that I assume full responsibiliTy for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable VJheat Ridge Ordinances, for work under BuIlding Peraut Number: Date: Phone: Phone: Construction Value:$ Permit Fee:$ Plan Review Fee:$ USC T27C:$ TOt21l a'vS', q o%v~sIi~,k n? ec k . ~,s~~e Pll c, lv2> en~ ~{~r e?+ ~nA"'F sr~ g te w.. J' BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS. Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIG WORKS COMMENTS: - Approval: Occupancy: Walls: Roo£ Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expirarion Date: Expirarion Date: Approval: Approval: Approval: (I) This percnit was issued in accordance with the pmvisions set forth in yow application and is subject to the laws of the SGfe of Colorado and to the Zoning Regulatiovs and Build'wg Codes of Wheat Ridge, Colomdo or any other applicable ordiuances of the City. (2) This pecmit shall ezpue if(A) fhe work authonzed is not commenced within sixty (60) days from issue date or (B) ihe 6uilding authonzed is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a uew pelmit may be acquired for a fee of ove-half the amount normally required, provided no changes have been or will he made in the original plaus and spui5cafions and any suspevsion or abandonment has not exceeded one (1) yeaz. If changes have been or if suspensiou or abandonment ezceeds one (1) yeaz, full fees shall 6e paid for a new permi[ (4) No work of any mamer shall be done fhat will c6ange the natunt,flow of water causing a dcainage problem. (5) Contractor shall mfity fhe BuHding Ia.specmr twenty-foux (24) hours in advance for all inspectious and shall receive written approval on inspection card before proceeding with successive phues afthejob. (6) 1Le issuance of a pelmit or the appmval of dmwings and speciHcafions shall not be covstrued ro be a pemiit for, nor an approval of, any violafion of the provisions of the bwlding codes or any othm ordinance, Iaw, mle or regutadov. Chief Building Inspector DESCRIPTION: Pe t'i0to ~ ~-~..aF~F.eX;Sf~~oa~'~h s /f/l r~lnA G.' C'kC✓1--e,0 JG5s2NA `i L. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at -Z7~ 1,-'' 2N You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Bullding DO NOT REMOVE 'fNIS TAG FORM WR6-22 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: BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * ' Notice Job Located at .Z5_3 J (.'`t , You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Builtling Dept. DO NOT REMOVE THIS TAG FORM WR6-22 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: Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF Wf-IEAT RIDGE FOR THE FOLLOWING PURPOSE: 99-10121 SANCTUARY REMODEL OWNER: United Methodist Church ADDRESS: 7530 W. 38th Avenue CONT'RACTOR: Norse Contractors Inc., 4301 Jason Street., Denver, CO 80211 PROPERTY ADDRESS: 7530 W. 38th Avenue DATE ~Z s' vv CHIEF BUII.,DING OFFICIAL ZONINGADNIINISTRATOR ~ ~ O m ~ ~ ~ n ~ v ~ ~ 0 ~ ~ 2 m m ~ x m ~ 0 a Z 0 z 0 0O cm am n ~m v Nc Nz m~ vm ~ c~ ~ 0 mn ~ x ~i ~ 77 p T ~ 2 ~ T (T1 ~ 171 ~ m 3] o p j c T m ~ 0 C < N 7 3 ~ c i M. N 3 ~ 0 :3. Sp N Q° Qo = f] N f N d ~ :3 7 ~ m 3 w ' N ~ w' ~ ~ c o n0i ~ CD w 0 ~ o _ 0 _ ~ - ~ ~ W ~ 'T ~ C e Q N O ~ y ~ N ~a a o' a 1 3 ~ ~ ~ ~ ~ o D o 0 fQ ~ fQ (0 ? N 3 =r = v m w 0 _ ~ w, 3 a Co _O 5~ o ~ Q, -o (D ~ ~ Ka K w fl ' Ur w ~ p,. x v_ m N = 3 CD U3 5. 0 P1 co - o- G) G) ~ o 0 ~ p_ o. ~ °oo 0 c m z 0 0 Z ~ m m --I m C z --I r ~ 0 < m (n ou m m Z CO 5 z m v * ~ N i p o N 7 N ~ o p ID n n . N y COD 0 Z 'n co ' o n ~ 0 Z -o n O ~ ~ c cn -1 co ~ Z D r o Cf) D ~ y 0 m m ~ 'D m ~ D z z ~ 0 CD C- z 0 . ~ W m C) 0 m W ~ p y y C', 0 Z m ~ c r g z v O QJ D o m O ti ~ 9 o z 0 ~ / m K Q l. m C ; y ° m a si ~ ~ m ~ v ~ °c < ~ m 0 C: > Z 0 < ~ z U) m rn 0 ~ 0 Z m rn n O ~ v ~ Co m~ Cl) ~ ~ ~ ~rn 3 ~ m~ Z ~ c_ rn v rn n O r 0 w~ O ~ ~v C A) No ~ co w w 4bb Q N cn c 0 m ~ ~ ° n Z ~ -i N o Z no O N ~ ~ m mC) o r Z C z ~ m m v .1 = W m ,n 0 m E ~ c v - cZi~ F v_ m c n Z m ~ N ~ o ~ N m ')EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : r/2v /p6 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APpLICATIo N Property Owner : Wweia-r a+10&4, UnI)"m 0 06rt")sr G'Nv'c~ PropertyAddress: 75-3o lU, 3E77"/}r/e-, Phone(303) yZ2- 3y57 Contractor License No. : Q-O 5-6 y Company : Po2S-~E Phone :(303) ez-rlz- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed 6y this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of 1Nheat 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 eompliance wfth the Wheat Ridge Building Code (U.B.C.) and all other applicable /Wya~.Ridge oArdinan es, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE J la66 Description : Ra'wD''''C P/*- S)f^A'N'V-Y ;onstruction Value : 'ld0p Permit Fee : 1,3 zq. 75 UseTax: Z,4001W Total : d ~Ud r use: BUILDING DEPARTMENT USE ONLY SIC : Approval: Zoning : . _.y Approvai : Approval : Occupancy : Walls Roof Sq. Ft. : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: 6eq'Nroa-klPCr.vfc Com an ComPan P Y~ Y: Anti`~~4m4an2 `n.c - Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (t) This pertnit was issued in axortlance wiN the pmvisions set forih in yopur appiiwtion and is subject to the laws of the State of Colaratlo antl to the Zoning Regulatians antl BuilCing Cotle of Wheat Ridge. Coloratlo or any other applicable ordinances of the Ciry. . (2) This pertnit shall expire if (A) the work authonzed is not wmmencetl within siaty (60) days trom issue date or (B) the building auNOnzetl is suspentleC ar atantlonetl for a perio0 of 120 Oays. (3) If this permit expires, a new pertnit may 6e acquired for a fee of one-half the amount nartnally required, provided na changes have been or will be matle in the original plans antl specifirations antl any suspension orabantlanment has not exceeded one (1) year. If changes are matle orif suspension oraban0onment euceetls one (1) year, full fees shall be paitl for a new permit (4) No work of any manner shall be Eone Nat will change the naN21 flow ot water causing a d2inage problem. (5) ConVactor shall no6ry the Building tnspeetor hventy-four (24) haurs in advance for all inspections and shall receive written approval on inspection raM beFOre proceetliing with successive phases of the job. (6) The issuance of a pertnd or the approval of tl2wings antlspecifications shall not be consWetl to be a pertnit for, nor an approval of, any violalion of the pmvisions of the builtling cotlysoyny atliay ordmance, law, rule or regulaliaa . Chief ; . ; h / WHEAT RIDGE ~ FIRE DISTRICT "Dedicated To Serve Through Excellence" ~ P. O. Box 507 • 3880 Upham St. • Wheat Ridge, C080034 • 303-424-7323 • Fax 303-940-0350 i 7anuary 31, 2000 _ i ~ To: Darin Morgan ' i Codas Administrator , City of Wheat Ridge ~ Wheat Ridge, Co I 80033 ~ i Subject I ; . , : : . _ , ! I Dear Darin, . After a review of the proposed remodel of the Wheat Ridge United Methodist Church, I have no additional comments af this tnne. ; Respectfully, `bave Roberts ~ . F.M., W.R.F.P.D. I cc:file i ~ I- ; I ~ i. I , . , } _ i i - 'i Code Correction List January 31, 2000 Owner: Builder: Address: Description: United Methodist Church Norse Contractors, Inc. 7530 W. 38'h Avenue Sanctuary Remodel 1. Provide a codes analysis for the building, the existing building is Type V-One Hour construction per original plans. 2. Provide a detail showing how proposed stage framing will meet one-hour construction requirements. 3. Provide structural calculations for stage construction to verify 125 psf loading requirements. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, ~ Darin Mo an Codes Administrator : ; -z; :~.~m.~ E a~ ~ ~ M5 C, 2;,;._, ~ NORSE NORSE CONTRACTORS, INC. jra,T]Smll la,j 4301 JASON STREET, DENVER, CO 80211, (303) 433-4241 FAX (303) 433-1106 To -CITY Dk M~40'F ~(6lvF~ Date z Ik l oJ Address City Attention Submitted by: Response Requested by: Transmitted as Follows: ~ For Approval - For Your Use -As Requested _ For Review and Comment Job No. ~ yc/ WV,,1T-2io6e aaT-k9 Job Name I "n?V4rs~ -hAG~t- Location 7533 U-- W`lke. _ Quotation Requested - Return of Submittal Approved as Submit[ed - Approved as Noted - Return for Correc[ion - Revise and Resobmit - Rejected nrka. No. Copies I[em Description 3 s" &A-to"J- 3 LtT`Tythf 01- krPoA1se ti-.W i4l// ew uKU'IPi ec~~rn~nuw ~o~ u-r oe~~ ~`r. Distribution: NORSE CONTRACTO S, INC. ~ By DEPARTMENTbF PLANNING AND DEVELOPMENT Building Perrnit Number:. 10121 BUILDING-INSPECTION LINE - 303-234-5933 2/16100 Da 'RIDGE - CITY OF WHEAT te . ; . 7500 WEST 29TH AVENUE ~ - WFIEAT RIDGE, CO 80215 - (803-235-2855) Property 0wner' - : Pfoperty Address' 7530 W 38TH AVE Phone : 422 3459 _ Contraefor License No. 20564 : Company 'Norse Contractors Inc. Phone 433-4241 ' 'OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT - Construction Value $160;000 00 I he~eby certiy that the setback distances proposed 6y this permit applicalion aPeaccurate ' POffllit F2@ a~ddo,got violate applicable;ordinances rules or regulations of the City of Wheat Ridge or recprd; that all measurements shown, and-allegations - ts; easeinents br restnctions of cdvena - - Plan RevleW Fee ' $864 34 . n made2Je accurate that f have read and agree to abuletiy.all condi(ions printed dn'this : . , ' ld d ` " - 2;400 00 USB T2X: ~ ~ , , mg ge 8ui ssume full respon5ibJity for comphance wdh tqe Wheat Ri application, aPd:ffiat I 8 Code (U B C) antl ail other applicable Wheai Ridge.ordinances, forwork under ttiis permd ` - Total '$4~59409 • (OWNER)(CONTF2ACTOR) SIGNED DATE Use , Description Remodel of sanctuary BUILDING DEPARTMENT USE ONLY ` SIC : Sq Ft Zbnm ~o"fmments Approval Zo'ning i Build~hg,!COmmenf5 ti Akay Approval DM PfibI~~~W4 rks' Gorr~ments Approval : Occupancy Walls+. Roof : Stones Residential Units . i Electrical License No . 20194 Plumbing License No MechBnical License No . 17L657 Gompany Greiner Electnc LLG ; ~ompany . Gompany Accurate Air _Inc - rr,~ _-ExpirationDate.`., 9130%1y97. , REED•COLE ARCHITECTS February 4, 2000 Darin Morgan, Codes Administrator City of Wheat Ridge 7500 West 29'" Avenue Wheat Ridge, CO 80215 Subject: Wheat Ridge United Methodist Church Chancel Remodel, Your letter dated 113113000 Mr. Morgan, The following is a response to your letter referenced above by item. 1. The Type V one hour construction classification and the occupancy type and foad will not be changed by this project. We are not altering the integrity of the building elements associated with the classification by either occupancy or type of construction. 2. The attached calculations show that we are changing the platform framing from wood to metal framina members. Making it a non-combustible structural framing system. The overali platform area is 957 sq. ft. The existing sub floor is a poured in place pan joist floor system joist 2'3" thick with a min. 4" web thickness. 3. Please see attached structural calcs and framing members and sizes. I will be sending these by the contractor. Please call or fax if you have any questions. Thank you for your assistance with this project. Sincerely, RE ED • C~E , ARCHITECTS LLC ~ ennis D. Cole, Are itlect 910 16th Street Suite 426 Denver, Colorado 80202 303-285-9556 FAX 303 285-9559 ,Goi7Gi,~ /25 ~i° v4v/5r ,L p~D /10~~.Y /00_ ZOS~~G~S 8 3 S 5u~ 1f3~ C2 ( ~ Scu s;~= ,963 (29 ~ v~,~ ° //7 3 oK A ILS4 G A-o.4aliu`i a s10AN SP~GiN~ /y " o,G, /sS~G r I I~'t .4K 1.41 1 r -r A- ~ I . . ~ ~lss/iX : lTIG~ ~ /1 ~ a /,ZCalo fT(~j . is- 5=,~1r~~; 5 o~- ll! O2 ~ ~fSW(6~ Sx' S`F9 OK 0 /r~v Gr9G~~ i op ~ iz ~ P ~•~/~lv Lr/~f-„ ~ i ~ I ~ ~ W02 5~ GOaD/ `M 1 _ ~ ; , ' 0A ; GoqD 14X1R.L4,j, Cpmn~gO l< /4a-° 4: 7S sr,~~ 5aL ~T 3%<s X 20 ~3 SS sr,z-) 2a) 1;,,.4 I~k u07 ,,400,~f- REMODEL WHEAT RIDGE iJNITED METHODIST CHURCH 7530 West 38`h Avenue Wheat Ridge, Colorado REED • COLE, ARCHTTECTS DENVER,COLORADO January 18, 2000 Wheat Ridge United Methodist Church Addition & Remodel Wheat Ridge, Colorado TABLE OF CONTENTS TABLE OF CONTENTS BID DOCUMENTS Instructions to Bidders Bid Proposal Form CONDITIONS General Conditions of the Contract for Construction (AIA Document A201) Section 00800-Supplementary Conditions DIVISION 1-GENERAL REQUIREMEN'['S Section 01010-Summary of Work Section 01110-Allowances, Allowances, Unit Section 01025-Payments Section 0 1 300-Submittals Section 01400-Procedures and QualiTy Contro: Secrion 0 1 500-Procedures and Controls Section 01640 Standazds and Substitutions Section 01700-Project Closeout Requirements DIVISION 2-SITE WORK Section 02221-Building Demolition DIVISION 3- CONCRETE Section 03300-Concrete DIVISION 4-MASONRY Not Used DMSION 5-METALS Section 05500-Metal Fabrications DMSION 6-WOOD AND PLASTICS Section 06100-Rough Carpentry Section 06400-Finish Carpentry DIVISION 7-THERMAL AND MOIS'I'URE PROTECTION Section 07200-Insulation DIVISION 8-DOORS AND WINDOWS Secrion 08210-Wood Doors Table of Contents R/C98020 January 18, 2000 IB-1 thru 2 BPF-1 thru 2 1 thru 24 00800-1 thru 00800-5 01010-1 thru 01010-01 01110-1 thru 01110-01 01150-1 thru 01150-01 01300-1 thru 01300-03 01400-I thru 01400-01 01500-1 thru 01500-01 01640-1 thru 01640-02 01700-1 thru 01700-02 02221-1 thru 02221-02 03300-1 thru 03300-02 05500-1 thru 05500-03 06100-Ithru 06100-03 06400-1 thru 06400-03 07200-1 thru 07200-01 08210-1 thru 08210-03 TOC-1 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 Section 08700-Hardwaze 08700-1 thru 08700-04 DNISION 9-FINISHES Section 09250-Gypsum boazd 09250-1 thru 09250-05 Section 09510-Acoustical Ceilings 09510-1 thru 09510-02 Section 09640-Wood Flooring 09640-1 thru 09640-02 Section 09900-Painting 09900-1 ttw 09900-06 DIVISION 10-SPECIALTIES Not Used DIVISION 11-EQUIPMENT Section 11132-Projection Screens 11132-1 thru 11132-01 DMSION 12-FURNISHINGS Not Used DIVISION 13-SPECI41, CONSTRUCTION Not Used DIVISION 14-CONVEYING SYSTEMS Not Used DIVISION 15-MECIIANICAL Not Used DIVISION 16-ELECTRICAL Section 16010-Electrical General Provisions 16010-1 thru 16010-6 Section 16110-Raceways 16110-1 thru 16110-04 Section 16120-Conductors 16120-I thru 16120-02 Section 16130-Boxes and Fittings 16130-1 thru 16130-03 Section 16140-Wiring Devices and Plates 16140-1 thru 16140-02 Section 16180-Equipment Connections 16180-1 thru 16180-02 Section 16450-Grounding 16450-1 thru 16450-01 Section 16510-Light Fixtures 16510-1 thru 16510-03 END OF TABLE OF CONTENTS Table of Contents TOC-2 BID PROPOSAL FORM Date Bid Proposal of * (Aereinafter called "Bidder a laws of the State of Colorado. * Insert name of firm. Insert corporation, pazmership, or individual, as applicable. TO: Building Committee Wheat Ridge United Methodist Church Wheat Ridge, Colondo organized and existing under the The Bidder, in compliance with your invitation for bids for the "Remodel to Wheat Ridge United Methodist Churc6", havicig examined the plans and the specifications as prepazed by REED • COLE, Architects, and other related documenu and being familiaz with the site of the proposed work, and with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to fumish ali labor, materials, tools, equipment, machinery, equipment rental, transportation, superintendent, perform all work, provide all services, and to construct ail work in accordance with the Contract Documents set forth therein. The price is to cover all expenses incurred in performing the work requ'ued. After Bid Proposals aze received, tabulated and evaluated by the Owner and the successful bidder has been determined, said bidder agrees to meet immediately with the Owner and Architect at the place of receipt of bids for purposes of determining any contract overlaps or omissions. For purposes of these meetings, the bidder agrees to provide a complete, detailed cost breakdown; a list of aIl subcontractors proposed for use in the work; a list of all major items, materials and their manufacturers proposed for use in the work; and a detailed schedule. The bidder, if awazded a contract, agrees to commence work acid to fully complete this Work Category in accordance with the schedule as established under the provisions of the Supplementary General Conditions of the Specifications. The bidder aclmowledges receipt of the following addenda: BASE BID: The undersigned agees to furnish all materials, labor and equipment requued to perform the work, as described in the Contract Documenu, for the Lump Sum of Dollazs which includes the amount of DOLLARS 1, to cover the cost of the performance and payment bonds, and further agrees to complete the work within the following number of calendar days All applicable taxes and allowances aze included in the above Base Bid. Bidder agees that this Base Bid shall be good and may not be withdrawn for a period of 60 calendar days after the opening date of Bid Proposals. Alternate A-1: Add valance and light fixture D to both sides of nave. Add $ . BPF-1 If an individual: Signature: Name (print):_ Business Address: Telephone Number If a partnership: Signature: Name (print): Signature: Name (print): Business Address: Telephone Number If a corporation: Signature: Name (print): Title: Business Address: Telephone Number: BPF-2 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION SC SUPPLEMENTARY CONDITIONS PART1 GENERAL 1.01 SUMMARY A. The following supplement modify, change, delete &om or add to the "Abbreviated Form of Ageement Between Owner and Conhactor" AIA Document A201, 1987 Edition, as modified by the Owner. Where any Article of the General CondiHons is modified or any Paragraph, Subparagraph or Clause thereto is modified or deleted by these supplemeNS, the unaltered provisions of that Article, Pazagraph, Subparagraph or Clause shall remain in effect. 1.02 ARTICLE 1 GENERAL PROVISIONS A. 1.1.1.1 In the case of discrepancies between the Inshuctions to Bidders, Drawings or Specifications as it relates to each Contractor's Work Category responsibilities, the precedence for resolution of such discrepancies shall be as follows (listed in decreasing order oFprecedence): 1. Addenda 2. Instructions to Bidders 3. Special and Other Conditions of Specificatioas 4. Supplementary General Conditions of Specifications 5. Genernl Conditions of Specifications 6. Technical Specifications 7. Drawings B. Anything mentioned in the Specificafions and not shown on the drawings or shown on the Drawings but not menrioned in the specification shall be of like effect as if shown or mentioned in both. 1.03 ARTICLE 2 OWNER A. 232 Add the following paragraph: "For good and sufficient cause; such as: (a) unsuibble weather, (b) fauity wodananship, (c) unproper superintendent, (d) conhactor's failure to cazry out any reasonable order or to perform any provisions of the wntract documents, or (e) any other circumstances unfavorable for prosecu6on of the work, the Owner shall have the dght to suspend the contractor's perfocmance of the work. Notice of such suspension shall be in writing. The Contractor shal( resume performance of the work promptly when so notified in writing. Note that this does not alter the Owner's rights as defined per Article 23.1. 1.04 ARTICLE 3 CONTRACTOR A. Add the following subparagraphs: 1. 3.4.1.1 All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accord with manufacturer's printed directions (latest edirion), unless specified to the conhary. 2. 3.421 Mechanics, whose work is considered unsatisfactory to Owner and Architect, or as considered by the Architect to be cazeless, incompetent, unskilled or othenvise objectionable, shall be dismissed from work upon notice from Owner. 3. 3.43 After the Conhact has been executed, the Owner and the Architect will consider a formal request for the subsritution of producu in place of those specified only under the condirions set forth in the General requirements of the Specifications (Division t.) a) represenu that the Contractor has personally investigated the proposed substitute product and deteRnined thai it is equal or superior in all respects to thaz specified; Supplementary Conditions 00800-1 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colorado ivc9sozo January 18, 2000 b) represenu that the Contractor wiil provide the same warranry for the substitution that the Contractor would for that specified; c) certifies that the cost data presented is complete and includes all related cosu under this Cortract but excludes costs under separate conhact, and excludes the ArchitecYs redesign costs, and waives all claims for additional cosu celated to the substitution which may subsequently become appazent; and d) will coordinate the installation of the accepted subsritute, maldng such changes as my be required for the Work to be complete in all respects. 4. 3.4.5 The Contract is based on the products (materials, components, assemblies and equipment) specified. 5. 3.4.5.1 Where compliance with specified product requirements is based on a recognized standard, evidence of compliance with the specified standard and any exceptions to the standard or addirional requiremenu sha(1 be submitted to the Architect. 6. 3.4.52 Where compliance with specified product requirements includes the listing of acceptable producu and/or manufacturers by, the Architect will consider substitutions of equivalent products or other manufacturers after awazd of ConVact, subject to the following conditions: a) Complete technical data and other information required for comparative evaluation is submitted by the Contractor to the Architect. b) The Contractor shall be (iable for ArchitecPs costs for review and incorporation (if accepted) of proposed subsfitutions. The Architect will bill the Contractor at the rate of three (3) times the direct cost to the Architect and his consultants for time used to evaluate proposed subsHturions. The Conhactor shall reimburse the Architect upon receipt of ArchitecYs billing, whether proposed substitution was approved or rejected by the Architect. If the proposed substitution is accepted, the Contractor will be liable for all costs involved with any revisions to layout, services or any other requirements due to such subsHtution. The Architect will bill the Conhactor on the same basis as described above for time used to incorponte such revisions into the documenu. 3.62 The Contractor and all of its subcontractors shall make application to the State Departrnent of Revenue for certificates of exemption to,pemut the purchase of building materials for the construction of this project without payment oF sales tax. Prior to the start of construcrion, the Contractor shall fumish copies of such certificates to the Owner. Such applications and certificates must be on forms provided by the Depazlment of Revenue. Any costs, taxes or fines that aze incurred as a result of a failure to comply with the requirements of this secrion 3.62 shall be paid by the Contractor. 1.05 3.7 PERMITS, FEES AND NOT[CES A. Add the following subpazagreph: l. 3.7.5 The Contractor shall obtain building perznit, temporary and final occupancy permits required by local governing authority. 1.06 3.15 CLEAATING UP A. Add the following subpazagraphs: 3.152 Immediately after unpacking materials, all packing case lumber or other materials, excelsior, wrappings, or other like flammable rubbish shall be wllected and removed from the building and/or premises by the Contractor or subcontractor Supplementary Conditions 00800-2 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colomdo R/C98020 January 18, 2000 fumishing material or equipment. Before the interior painting is begun, or at such time as may be directed by the Architect, the General Conhactor shall be responsible for insuring that all trades supply all labor and material required to thoroughly "broom clean" the spaces to be painted. This cleaning shall include the removal of all surplus materials from all pipes, metal work, woodwork, and other materials and surfaces; and ail surfaces which are to be finished shall be left in a clean and suitable wndirion for painting and finishing. 1.07 ARTICLE 8 TIME A. 83 Delays and Extensions of Time B. Add new clause 83.1.1 as follows: 1. Should a Certificate of Substanrial Complerion that allows use by the Church of the Chancel, Narthex and Nave indicated in the Documenu, not be issued on or before April 21, 2000, or other date mutually agreed to under other provisions of the Contract Documents. The Conhactor agrees as a means of quanrifying the loss of use to the Church, of the facility, to pay the sum of $300 per Diem to the Church for each calendar day beyond the agreed upon date of Substanrial Complerion. 1.08 ARTICLE 11 INSURANCE A. 11.1 Add new clause: 11.1.0 as follows: B. Contractor's liabiliry insurance shall include all major divisions of coverage and shall be on a comprehensive basis including the following: 1. Premises - Operation including explosion, collapse and underground (X-C-U). 2. Independent Conlractors Protective. 3. Products and Completed Operations to be maintained for two (2) years after final payment. 4. Contractual including indemnification provisions under Paragaph 4.4.5. C. 11. 1.0 Add limits of liability as follows: 1. Clause 11.1.0.1 D. Worlanen's Compensarion - Colorado Statutory E. Employer's Liabiliry - $1,OOQ000.00 1. 11.1.4. 2. $1,000,000.00 limit per any one occurrence and combined single limit for Bodily Injury, Property Damage, Personal Injury Liabiliry, and Vehicle Liability - including Bodily Injury and Property Damage and as required by Co(orado "No FaulY" law. 3. The limiu listed above under 11.1.4 shall also appty to the following: Independent Contractors Same as Above Producu and Completed Operations Same as Above (Maintain for two (2) years) Contractual Liability Same as Above 4. The Owner, Architect and his consultants shall be nazned as co-insured on each of the Certificates of Insurance. F. 11.1.5 Fumish one (I) copy of Certificates herein required for each copy of the Conhact; specifically set forth evidence of all coverage required by Subpazagraphs 17.1.1 and 17.12. The form of the Certificate shall be AIA Document G705. Furnish to the Owner copies of any endorsemenu that aze subsequentiy issued amending coverage of limits. 1.09 Add the following Clause: Supplementary Conditions 00800-3 W6eat Ridge United Methodist Church Remodel Wheat Ridge, Colondo R/C98020 7anuary 18, 2000 A. 11.13.1 The Contractor shall fiunish one copy each of Certificates of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by Subparng-aphs 11.1.1, 11.12, and 11.1.3. The fotm of the Certificate shall be as agreed upon with the Owner. The Contractor shall fumish to the owner one copy of any endorsements that are subsequently issued amending coverage or limits. 1.010 113 PROPERT'Y INSURANCE A. Delete Subpazagraph 11.3.1 in its entirety and subsritute the following: B. 11.3.1 The Conhactor shall purchase and maintain property insurance upon the entire Work at the site to the full insucable value thereof. Such insurance shall be in a company y or companies against which the owner has no reasonable objection. This insurance shall include the interesu of the Owner, the Architect, the ArchitecPs Consukants, the Conhactor, Subcortractors in tlie Work and shall insure against the perils of fire and extended covernge and shall include "all risk" insurance for physical loss or damage including, without duplication of covernge, theft, vandalism and malicious mischief. If not covered under all risk insurance or othenvise provided in the Contract Documents, the Contractor shall effect and maintain similar property insurance on portions of the Work stored off the site or in transit when such other portions of the work aze to be included in an Applicarion for Payment under Subpazagraph 932. C. Add the following Clause: D. 113.1.1.1 The form of policy for this coverage shall be "Completed Value". Delete clause 113.12 in its entirety. E. Delete Phrase 11.3.1.3 and substitute the following: F. 113.1.3 If by the terms of this iasurance any mandatory deductibles are required, or if the Contractor should elect, with the concurrence of the Owner, to increase the mandatory deducrible amounu or purchase this insurnnce with voluntary deductible amounts, the Contractor shall be responsible for paymert of the amount of all deductibles in the event of a paid claim. If separate contractors aze added as insured to be covered by this policy, the separate contractors shall be responsible for payment of appropriate part of any deductibles in the event claims are paid on their part of the Project. 11.3.6 Before an euposure to loss may occw, the Contractor shall file with the owner a copy of each policy that includes insurance coverage required by this Pazagiaph 113. Each policy shall contain all genenlly applicable conditions, definitions, exclusions and endorsemenu related to this project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at lest 30 days' prior written notice has been given to the Owner. G. 11.3.6.1 if the Owner is damaged by the failure of the Contractor to maintain such insuraoce and to so notify the Owner, then the Contractor shall beaz ali reasonable cosu properly atlributable thereto. lAl l ARTICLE 12 CORRECTION OF WORK A. 12.2.4.1 If Contractor fails to correct such work within ten (10) days after receipt of written norice from Owner or Architect, the Owner shall have the work performed and the cost thereof chazged to the Conhactor. 1.012 ARTICLE 14 1 TERMINATION OR SUSPENSION OF THE CONTRACT A. Add the following paragraph: B. 14.4 SUSPENSION OF THE OWNER FOR CAUSE C. 14.4.1 For good and sufficient cause, such as: (a) faulty worlananship> (b) imProper superintendence, (c) Contractor's failure to carry out any reasonable order or to perfonn any provisions of the contract documents, or (d) any other circumstance unfavorable for prosecufion of the work, the Owner shall have the right to suspend the Contractor's performance of the work. Norice of such suspensioo shall be in writing. The Contractor shall resume performance of the Supplementary Conditions 008004 Wheat Ridge United Methodist Church Remodei R/C98020 Wheat Ridge, Colorado January 18, 2000 work within one (1) week when so norified by the Owner in writing. Note that this does not alter ' the Owner's rights as defined per Article 2.4.1. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION SC Supplementary Conditions , 00800-5 i I Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 01010 SiJMMARY OF WORK PARTIGENERAL 1.01 DESCRIPTION OF WORK A. The Conhactor shall construct approximately a 3,200 square foot renovarion of the existing facility , including associated site work to be ]mown as the Wheat Ridge United Methodist Church Remodel to Wheat Ridge United Methodist Chwch, Wheat Ridge, Colorado in fuli accordance with the Contract Documents. 1.02 RESTRICTIONS ON USE OF SITE AND OWNER'S FACILITIES A. Conhactor shall confine his operations within the construction limits indicated on the drawings. 1.03 CONTRACT DOCUMENTS A. Work shall be done in full accordance with the requirements of these specifications and the drawings idenrified as File R/C 98020, Prepazed by Reed Cole, Architects, 910 16" Street, Suite 426, Denver, Colondo 80202. Phone 303-285-9556, Fas 303-285-9559. 1.04 EXISTING WORK AND CONDITIONS A. AIl Contractors undertaking the work under this Contract are assumed to have visited the premises and to have taken into consideration all condirions therein and thereon which might affect their work. No consideration will be given any claim based on lack of lmowledge of existing conditions. The Contractor's representations under Article 2 of the Inshuctions to Bidders shall constitute a waiver of atl such claims. 1.05 COORDINATION A. I,ayout: The Genenl Contractor shall establish horizontal and vertical dimensions and shall layout parti6on lines and openings in floors and walls and shall determine and check equipment locations as required for proper and accmate instailarion of all work under this Conhact. B. Acceptance of Previous Work: Commencement of work by any trade shall constitute acceptance of previous work by others as suitable for proper application of work of said trade, unless Contractor and Architect are given written notice of unacceptable previous work and of the possible effects upon succeeding work. No work shall be permitted until acceptable work has been corrected to the satisfaction of said trade. END OF SECTION Summary of Work 01010-1 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 01110 ALTERNATES ALLOWANCES AND iJNIT PRICES PART1 GENERAL 1.01 SUMMARY A. Contractor shall state in bid proposal the amount to be added to or deducted a from the Base Bid for each of the following Altemates if accepted by the Owner. Note also Mechanical and Electrical work involved with each akernate. It is the responsibility of the Contractor to make certain Subconhactors understand the swpe of each Altemate and to assemble various omissions, subsritutions and additioas in such macmer that the addirion for each Altemate takes into account all items affected, including additioaal work in one trade made necessary by additions, deductions or substiturions in another. No consideralion will be given to any claim for extra money arising from Conhactor's failare to properly exercise this responsibility. If any Voluntary AltemaYes aze submitted, in order to be considered, they must be accompanied with a specificarion describing all materials included in the Altemate, the method of construcNon to be used, other trades affected by this Altemate and typical standard details. Requirements must be adhered to prior to final acceptance of the Alternate. 1.02 ALTERNATES A. A-1: Add valance and light fixtive D shown on sheet A12, detail 6 and E1.0 at both sides of the nave. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION Alternates, Allowances and Unit Prices Ol l] 0-1 Wheat Ridge United Methodist C6urch Addition & Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 02221 BUII,DING DEMOLITION PART1 GENERAL 1.01 SUMMARY A. The extent of demolirion work is as shown on the drnwings and specified herein. B. Demolirion includes the removal of existing work and materials necessary for the installation of the Work required to the eacisting building as indicated on the drawings and specifications. This section includes the removal and disposal of all demolished materials. C. The Conhactor shall visit the site and become thorouglily familiaz with existing condirions and with the work that is to be provided. 1.02 CUTTING AND PATCHING A. The Contractor shall be responsible for the cutting and patching of all openings through existing walls and partitions for new doors, passageways, windows, and borrow lighu. B. All cutting shall be cazefully done, to minimize repair. Core drill concrete and masonry holes. Use of elechical or pneumatic hammers not permitted. Sawcut openings in masonry that will be exposed to view upon completion of the Work. C. The Contractor responsible for patching shall provide both the rough (substrate) and finish surfaces. He shall employ only qualified tradesmen to assure that all work is done in a neat and worlananlike manner. All patching shall match adjacent surfaces. D. Painting or final finishing of patched areas or reconstructed areas shall be performed under the work of the finishing subwntractor. PART2 PRODUCTS A. Not required Part 3 EXECUTION 3.01 JOB CONDITIONS A. Prior to commencing demolition operations the General Contractor shall photographically or by video document the existing conditions in the azeas affected by demolition. Provide copies of the photogaphic record to the Owner and the Architect. B. The Owner will maintain conditions existing at the time of inspection for bidding purposes, insofaz as practicable. Aowever, variations within the work azea may occw by Owner's removal and salvage operations prior to the start of the demolition work. Owner will remove furniture and equipment not scheduled to remain or be relocated by Contractor. C. Existing materials, including doors and hazdwaze shall be removed with caze and given to the Owner. All materials not reused or given to the Owner for reuse shall become the property of this Subconhactor and shall be removed from the premises. D. Storage or sale of removed items on the site will not be pertnitted. E. Explosives: The use of explosives will not be permitted. F. Damages: Promptly repair damages caused to adjacent facilities by demolition operations at no cost to the Owner. G. Utiliry Services: Maintain existing utilities. Maintain existing services and utilities in service and protect against damage during demolition operations. Services, systems and utilities, Building Demolirion 02221-1 W6eat Ridge United Met6odist C6urch Addition & Remodel Wheat Ridge, Colondo R/C98020 January 18, 2000 though not necessarily a par[ of the Work, if affected by the Work, shall be returned to pre- demolition condition at no cost to the Owner. H. The Demolition Contractor shall exercise caution to avoid disrupting surrounding surfaces not scheduled for demolition. 1. Provide necessary protection of pipe organ components. Use tape, plastic sheeting and other devices to minimize dust and dirt exposure. 3.02 DEMOLITION A. Coordinate this work with General Contractor. B. Comply with goveming regulations pertaining to environmental protecrion. C. Clean adjacent shvcwres and improvements dailv of dust, dirt, and debris caused by demolition operations. Retum adjacent azeas to condition existing prior to the start of the work. 3.03 GENERAL EXECUTION OF WORK A. Demolish as shown and as required to install new work and remove from the site. Use such methods as required to complete the work within the limitations of governing regulations. B. In the event that the Demolition Contractor shall suspect a material to be hazardous during the perfortnance of demolition Work, the Demolition Contractor shail immediately cease opentions and notify the General Contractor. 3.04 DISPOSAL OF DEMOLISHED MATERIALS A. General: Remove from the site, debris, rubbish and other materials resulting from demolition operations. B. Removal: Transport materials removed from demolished skvctures and dispose of off the site. C. Removal of any temporary barricades and enclosures to be as directed by the General Contractor when demolition procedures have been completed. END OF SECTION Building Demolition 02221-2 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 03300 CAST-IN-PLACE CONCRETE PART1 GENERAL 3.01 SUMMARY A. Provide all labor, materials and equipment necessary for completion of all cast-in-piace concrete work in accordance with the Contrect Documenu. 3.02 CODES AND STANDARDS A. ACI 301 "Specifications for Slrucwnl Concrete Buildings"; ACI 318, "Building Code Requirement for Reinforced Concrete"; ACI 306, "Cold Weather Concreting"; ACI 305, "Hot Weather Concreting„ 3.03 QUALITY CONTROL A. Perform sampling and testing during concrete placement, as follows: 1. Sampling: ASTM C 172. 2. Slump: ASTM C 143, one test for each load at point of discharge. 3. Air Content: ASTM C 173, one for each set of compressive strength specimens. 4. Compressive Shength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete; 2 specimens tested at 7 days, 3 specimens tested az 28 days, and one retained for later testing if required. B. Test Resulu will be reported in writing to Architect, Conh-actor and concrete producer on same day tesis aze made. C. Laboratory Reports: Submit 2 copies of laboratory test or evaluarion reports for concrete materials and mix designs. D. Mix Proportions and Design: Proportion mixes by either laboratory trial batch or field experience method complying with ACI 301. E. Submit written report to Architect for each proposed concrete mix as least 15 days prior to start of work. Do not begin wncrete production until mixes have been reviewed and aze acceptable to Architect. F. Mix designs may be adjusted when matedal characteristics, job condi6ons, weather, test resulu or other circumstances warrant. Do not use revised concrete mises until submitted to and accepted by Arc3ritect. PART2 PRODUCTS 3.01 MIXES A. Design Mixes to provide normal weight concrete with the following properties: 1. Use Compressive Strength at 28 days 2. Concrete Floors 3500 PSI 3.02 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type as required. B. Aggegates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Cast -in-Place Concrete 03300-1 W6eat Ridge United Methodist Church Remodel Wheat Ridge, Colorado R/C98020 Januazy 18, 2000 C. Water. Clean, drinkable. D. Air-Entraining Admixture: ASTM C 260. E. Water-Reducing Admixture: ASTM C 494. Only use admixtures which have been tested and accepted in mix designs, unless othenvise acceptable. F. Related Materials: 1. Membrane-Forming Curing Compound: ASTM C 309, Type I. 2. Joint Fiilers: See Division - 7. 3. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflecrion. 4. Exposed Concrete Surfaces: Suitable material to suit project condirions. G. Reinforcing Materials: H. Deformed Reinforcing Bars: ASTM A 615, Grade 60 unless otherwise indicated. PART 3 EXECUTION 3.01 Forming and Placing Concrete: A. Ready-Mix Concrete: ASTM C 94. B. Formwork: Construct so that wncrete members and structures aze of correct size, shape, alignment, elevation and position. 1. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. 2. Clean and adjust forms prior to concrete placement. Apply form release agents or wec forms, as required. Retighten fortns during concrete placement if required to eliminate mortar leaks. C. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangars, as required. Set wire ties so ends aze directed into concrete, not towazd exposed concrete surfaces. D. Joinu: Provide construction, isolation, and control joints as indicated or required. Locate construction joints without impaument to strength and appearance of sWcture. P(ace isolation and control joints in slabs-on-gound to stabilize differential settlement and random cracking. E. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cast-in-place concrete. Use setting diagrams, templates and instructions provided by others for locating and setting. F. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within plannedjoints or sections. Do not begin placement until work of other trades affecting concrete is completed. Placement will be by an approved vibrator screed sufficient to place and penetrate 2 1/2" slump concrete foilowed with bull-float. G. Curing: Begin initiat curing as soon as free water has disappeared focm exposed surfaces. Where possible; keep continuously moist for not less than 72 hours. Continue curing by use of moisture retaining cover or membrane-forming curing compound. Cure formed surfaces by moist curing until forms aze removed. Provide protection as required to prevent damage to exposed concrete surfaces. END OF SECTION Cast -in-Place Concrete 03300-2 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colondo SECTION 05500 METAL FABRICATIONS PART 1 GENERAI, R/C98020 January 18, 2000 3.01 SLJ[vIlvIARY A. Provide all labor, materials and equipment necessary for complerion of all metal fabricarions work in accordance with the Conhact Documenu. B. Related work specified eLsewhere: 1. Finish painting. 3.02 REFERENCES A. Comply with the applicable provisions and recommendarions of the following industry standards unless specified otherwise: 1. "Structural Welding Code" ofthe American Welding Society. 2. "Metal Stair Manual" of the Narional Associafion of Architectural Mebi Manufacturers. 3. "Pipe Railing ManuaP" of the National Association of Architectural Metal Manufacturers. B. Where the language in any of the foregoing documents is in the form of a recommendation or suggestion, it shall be deemed to be mandatory. 3.03 SUBMITTALS A. Submit shop drawings of the following items in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Miscellaneous franning. 2. Edge angles. 3.04 QUALITY ASSURANCE A. Refer to Secrion 01400 - Quality Control where scope and description of mock-ups is given. B. The metal fabrications work shall be performed by a firm having 5 years of experience in the fabricarioa and installation of items specified herein on pmjects of similaz size and scope as this Project. 3.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the Project site fiilly idenrified with size and location. B. Store and handle off the ground and protected from the weather, soiling and damage. PART2 PRODUCTS 3.01 MATERIALS A. Structunl Steel: ASTM A36. B. Steel Tubing: ASTM A501; hot-formed, welded or seamless process. C. Steel Bars: ASTM A675, Grade 65 or ASTM A36. D. Steel Pipe: ASTM A53, Type E, Grade A, suitable for close coiling, black finish unless galvanizing is required. Metal Fabrications 05500-1 Wheat Ridge Uoited Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 E. Concrete Inserts: Threaded or wedge type, galvanized ferrous castings, either malleable iron complying with ASTM A47 or cast steels complying with ASTM A27. Provide bolts, washers and shims as required, hot dip galvanized complying with ASTM A153, Class A. F. Bolts and Nuts: ASTM A307, Grade A bolts and matching nuts. G. Machine Screws: Federal Specifications FF-S-92. H. Expansion Bolts: "Cinch" type, galvanized, of approved manufacture. 1. Ferrous Metal Primer: "Ironclad Retard-X Rust Inhibitive Paint" as manufacmred by Benjamin Moore & Co. J. All Other Materials: Manufacturer's standard for the product specified or types best suited for the purpose intended. 3.02 FABRICATION A. Include supplementary parts necessary to complete miscellaneous metal though not definitely shown or specified. B. Verify measurements and dimensions at the job site and cooperate in the coordination and scheduling of the Work of this Section with the Work of related trades (with particular attention given to the installation of items embedded in concrete and masonry). C. Form exposed Work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise shovm. Form bent metal corners to smallest radius possible without causing grain separation or otherwise impairing the Work. D. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Form joints exposed to weather to exclude watec Exposed threaded poRion of bolts and screws shall be cut off flush with adjacent metal. Cut, drill, punch and tap as required for the instaliation and attachment of other Work to metal fabrications. E. Form metal Work built in with concrete or masonry for anchorage, or provide suitable anchors, expansion shield, or other anchoring devices shown or requ'ved to provide support for intended use. Fumish such metal work in ample time for setting and securing in place. F. Make joinu as strong and rigid as adjoining sections. Make welds continuous along entire line of contact, except where spot welding is indicated. Grind exposed welds flush and smooth to match and blend with adjoining surfaces. Welded connections may be used where bolted connections aze shown. G. Pre-assemble items in shop to greatest extent possible to minimize field splicing and assembly. Following trial fit, disassemble units only as necessary for shipping and handling. Cleazly mazk units for re-assembly. Provide alignment and spiice plates for accurate field fit. 3.01 MISCELLANEOUS FRAMING A. Provide steel framing and sub-framing shown and not specifically provided as part of the Work of other trades. B. Fabricate miscellaneous units to sizes, shapes and profiles shown or, if not shown, of required dimensions to receive adjacent work to be retained by framing. Fabricate from structural steel shapes and plates and steel bars, of welded construction using mitered joints for field connection, except where otherwise shown. Cut, drill and tap units to receive hardware and similaz items. C. Provide units with integrally welded anchors for casting into wncrete or building into masonry. Fumish inserts if units must be installed after concrete is placed. Space anchors 2 foot on center and provide minimum anchor units of 1-1/4 by 8 by 1/4 inch steel straps, except as otherwise shown. Metal Fabrications 05500-2 Wheat Ridge United Methodis[ Church Remodel Wheat Ridge, Colorado 3.02 RAILINGS R/C98020 January 18, 2000 A. Provide steel pipe railings and guard rails as shown, with smooth bends and welded joints; complete with sleeves, brackets, bolts and fastening devices as required for a complete iastallation. B. Design and construct to withstand a 200 pound load applied at any point, downwazd or horizontally or the simultaneous application of a lateral force of 40 pounds per lineal foot and a vertical force of 50 pounds per lineal foot, both applied at the top of the miling; the more stringent requirement governing. C. Provide removable sections where shown. D. If required to accommodate expansion and contraction, provide pressure relief holes at bottom ends of pipe in concealed locations. E. Form simple and compound curves by bending pipe in jigs to produce uniform curvature; maintain cylindrical cross-secrion of pipe throughout entire bend without buckling, twisting or othenvise deforming exposed surfaces of pipe. F. At tee and cross-section provide coped joints and at elbow bends provide mitered joinu. 3.03 FINISHES A. Shop paint metal fabrications, except members or portions of inembers to be embedded in concrete or masonry and surfaces and edges to be field welded. B. Remove oil, grease and similaz contaminants in accordance with Steel Structures Painting Council SP-1 "Solvent Cleaning", prior to any additional surface preparation specified. C. Immediately after surface preparation, apply primer in accordance with manufacturer's instructions. Use painting methods that will result in full coverage and dry film thickness recommended by the paint manufacturer. D. Apply one shop coat to fabricated metal items, except apply two coau of paint to surfaces inaccessible after assemble or erection. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining consuuction and conditions under which the Work is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Start of Work 'unplies acceptance of substrates and adjoining Work. 3.02 INSTALLATION A. Install Work as shown, plumb, level and in line with adjacent materials where requ'ved. Provide fastenings as indicated on the Drawings, specified herein or as shown on final shop drawings. B. Deliver items that are to be built into the Work of other Sections in time so as not to delay the progess ofthe Work. 3.03 PROTECTION A. Protect the fmished Work from damage by other trades. END OF SECTION Metal Fabrications 05500-3 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colorado SECTION 06100 ROUGH CARPENTRY PART1 GENERAL lAI SUMMARY R/C98020 January 18, 2000 A. Provide rough carpenhy in accordance with the Specificarions and Drawings. Work of this section includes, but is not limited to, the following: 1. Wood grounds, nailers and blocking. B. Related Work specified elsewhere: 1. Finish Carpentry - Section 06400 2. Wood doors - Section 08210. 3. Furnishing and installing finish hardwaze - Section 08700. 1.02 REFERENCES A. Comply with applicable provisions and recommendations of the following indushy standards unless specified otherwise: 1. "Simplified Practice Recommendations PS-20, American SoRwood Lumber Standards" of the United States Departrnent of Commerce. 2. "United States Product Standard for Construction and Industrial Plywood, PS-1, ANSI A 199.1" of the American National Standards InsNtute. B. Where the language in any of the foregoing documenu is in the form of a recommendation or suggestion, it shall be deemed to be mandatory. 1.03 QUALITY ASSLJRANCE A. Lumber shall beaz the official grade mazk of the Association under whose rules it is being produced. 1.04 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturer's directions, off the ground and protected from the weather, soiling and damage. Provide for a'v circulation in all stacks of wood products. 1.05 REGULATORY REQUIREMENTS A. Conform to Uniform Building Code for size and types of fastener requirements. PART2 PRODUCTS 2.01 MATERIALS A. Lumber for Grounds, Nailers, Blocking, Cants, Sleepers and Furring: No. 2 Douglas Fu, Southem Pine, moisture content not to exceed 17 percent, sound, straight (unwarped), dressed S4S and worked to sizes and shapes shown or required. B. Sheathing: American Plywood Association A-C Plugged, Exposure 1, Group l. C. Plywood for Equipment Backerboazds: American Plywood Association B- D Standazd Grade, Interior, thiclaiess as shown on drawings. D. Bolts, Nuts and Studs: Fedenl Specification FF-B-571 and FF-B-575. E. Expansion Shields: Fedenl Specification FF-S-325; goup, type, class and sryle best suited for the purpose. Rough Carpentry 06100-1 W6eat Ridge United Methodist Church Remodel Wheat Ridge, Colorado R/C98020 January 18, 2000 F. Lag Screws and Bolts: Federal Specification FF-B-561; type and grade best suited for the purpose. G. Nails: Federal Specification FF-N-105; rype and size best suited for the purpose. Hot dipped galvanized for exterior. H. Toggle Bolu: Federal Specification FF-B-588; type and class best suited for the purpose. 1. Wood Screws: Federal Specification FF-S-i l l; style best suited for the purpose. Hot dipped galvanized for ezterior. J. Powdeo-Driven Fasteners: Not aliowed. K. Water-Borne Preservative: Comply with AWPB LP-2 for use above ground and AWPB LP-22 for ground contact use; arsenic and chromium free "ACQ Preserve" by Chemical Specialties, Inc., Chazlotte, NC. L. All Other Materials: Manufacturer's standard for the product specified or types best suited for the purpose intended. 2.02 FABRICATION A. Preservative treat wood embedded in or in contact with concrete. Preservative treat wood plates, canu, curbs, cleats and nailing strips in connection with waterproofing, roofing and flashing. B. Pressure treat in a closed retort by vacuum-pressure process in compliance with AWPA G2 for lumber and AWPA C-9 for plywood. C. Fire retardant pressure treated wood complying with AWPA C20-96, and meeting the flame spread requirements of ASTM E84. D. Fire retardant pressure treated plywood comptying with AWPA C27-96. E. Size wood before treaanent so that minimum cutting will be required after treatment. Treat pieces cut in the field to provide the same protection afforded by the pressure treatment. PART 3 EXECUTION 3.01 INSTALLATION A. Whenever rough carpenhy is fitted to other Work, obtain measurements of such other Work. Verify dimensions shown and the shop drawing details. Coordinate rough carpentry Work with the Work of other trades to which rough carpentry items aze attached and which aze attached to rough carpentry items. B. Frame to fit closely, and set accurately to required lines and levels; secure rigidly in place in accordance with details and good practice. C. Cut, drill and fit to accommodate other Work as requ'ued and in a neat worlananlike manner. D. Provide bolu, shields, nuu, washers, w've, anchors, spikes, screws, nails, plugs, toggle bolu, clips, hanger assemblies, sub fraznes, bracing and/or other rough hardwaze as required for the attachment of rough carpentry items. Nail in accordance with Housing and Home Finance Agency, publication "Technique of House Nailing". E. Provide blocking, nailers and grounds between framing members as shown or required for fastening of gypsum boazd, finish hazdwaze (such as door stops, etc.), azchitectural specialties (such as d'uectories, shelving, casework, etc.), and electrical devices (such as luminares, sensors, alazms, etc.). Wood blocking located in rated assemblies shall be fire retardant treated. F. Secwe backerboazds to wall using proper fastening devices for substrates encountered. END OF SECTION Rough Carpentry 06100-2 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colomdo January 18, 2000 ' SECTION 06400 FMSH CARPENTRY 1.01 SUMMARY A. Provide architectural woodwork in accordance with the Specifications and Drawings. Work of Uvs section includes, but is not limited to, the following: 1. Standing and running uun and rails. 2. Casework and countertops. 3. Coat hooks. B. Related Work specified elsewhere: 1. Wood doors - Secrion 08210. 1.02 REFERENCES A. Comply with the applicable provisions and recommendations of the following indushy standards unless specified othenvise: 1. "Architectural Woodwork Quality Standards° of The Architectural Woodwork Institute. 1.03 SUBMITTALS A. Submit product data for the following materials and products in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Cabinet hazdwaze. B. Submit shop drawings of the following items in accordance with the CondiHons oF the Contract and Section 01300 - Submittals. 1. Architectural woodwork, showing sufficiem detail to indicate compliance with the quality standards specified including dimensioned plans, elevations, sections, cutouts for other hades, adjacent coastruction, materials and finishes. C. Submit saznples of the following items in accordance with the Condirioas of the Contract and Secrion 01300 - Submittals. 1. Plastic laminate, 1 foot square. 2. Oak trim. 1.04 QUALITY ASSURANCE A. The azchitectural woodwork work shall be performed by a firm having ample experience in the installation of materials specified herein on projecu of similaz size and scope as this Project. 1.05 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturer's directions, off the ground and protected from the weather, soiling and damage. Provide for air circulation in all stacks of wood products. 1.06 PROJECT/SITE CONDITIONS A. Do not install materials unless the temperature and humidity levels are within the ranges recommended by the reference standard for a period of 24 hours before, during and thereafter installation. 1.07 SEQUENCING A. Install azchitecnual woodwork after all wet hades are completed and dry and all other hades aze complete and the mechanical systems are fully operarionaL Finish Carpentry 06400-1 i Wheat Ridge Uoited Met6odist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 PART2 PRODUCTS 2.01 MATERIALS A. Exterior standing and running trim: No. 1& 2 cleaz westem red cedar, smooth, for painted fmish. B. Interior standing and rumiing trim, interior railings, cabinet / casework trim & edging and wainscoting trim and battens: Cleaz Oak boazds and sfrips, balusters and handrails, defect free, for stain finish, in sizes as indicated on the drawings. C. Softwood Lumber (general): Comply with Section 100-5-1 of the reference standard for use where concealed from view. Comply with Secrion 100-S-3 of the reference standard for moisture content. D. Plastic Laminate: NEMA LD-3, types, thiclmess, wlors and funishes as selected by azchitect. E. Fasteners: Stainless steel or hot-dip galvanized for exterior work and for door frames; drywall screws for cabinets / casework; provide fasteners of the proper type for the materials being fastened. F. Coat hooks: Pre manufactured 1 x 4 boazd with tumed pegs at 8" o/c., lengths as shown on the drawings, for stain finish. G. All Other Materials: Manufacturer's standazd for the product specified or type best suited for the purpose intended. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining wnstruction and conditions under which the Work is to be installed. Do not proceed with the W ork untit unsatisfactory conditions have been corrected. Start of Work implies acceptance of substrates and adjoining Work. 3.02 PREPARATION A. Clean the substrates of debris and deleterious substances that would impair the Work. 3.03 INSTALLATION A. [nstall azchitectural woodwork items plumb level, true and straight with no distortions. Provide shims as required. B. Cutting, trimming, fitting and matching of pre-finished work will not be permitted. Where cutting is required, notch and scribe to fit adjoining work so as not to damage finished surfaces. C. Securely fasten azchitectural woodwork items to blocking with concealed fasteners only. D. Install trim with minimum number of joinu possible, using full-length pieces for each run. Stagger joints in adjacent and related members. Cope at retums and miter at corners. E. Joinery details aze not specifically shown on the Dmwings. Make joinery cormections and fastenings in such a manner as will compensate for swelling and shrinkage and as will permit the Work to remain permanently in place without any splitting or opening of joints. 3.04 ADJUSTING A. Touch-up marred finishes to match adjacent surfaces perfectly. Touch-up and seal back primed items before installation. 3.05 PROTECTION A. Protect the finished Work from darnage by other trades. END OF SECTION 06400 Finish Cazpentry 06400-2 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 07200 INSULATION PART1 GENERAL 1.01 SUMMARY A. Provide insulaTion in accordance with the Conhad Documents. 1.02 SUBMITTALS A. Submit product dah for the following materials and products in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Eachtype ofinsulation. 2. Tape. 3. Adhesive. 4. Impaling clips. 1.03 DELIVERY, STORAGE AND IIANDLING A. Store and handle in accordance with manufacturer's directions, off the gound and protected from the weather, soiling and damage. PART2 PRODUCTS 2.01 MATERIALS A. Blanket Insulation: Thermal insulation produced by combining either glass fibers or mineral fibers with thermosetting resins and containing a FRK facing I'uniting flame spread to 25, on one surface, manufacturer's standard sizes, thiclmess shown or scheduled complying with ASTM C665, Type I, Class C or ASTM C665, Type II, Class C. B. Adhesive for Bonding Insulation: Type recommended by insulation manufacturer and having fve resistance chazacteristics similar to that of the insulation. C. Sealer and Tape: Type recommended by insulation manufacturer and having perm rating and fire resistance chazacteristics similar to that of the insulation. D. Impaling Clips: Zinc coated steel or nylon fasteners consisting of a perforated plate and prongs or spindles. E. All Other Materials: Manufacturer's standazd for the product specified or type best suited for the purpose intended. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. 3.02 INSTALLATION A. Extend insulation full thickness over entire azea to be insulated. Install in single layer unless otherwise shown or recommended by manufacturer. Cut and fit insulation fightly azound obstructions and against each other. B. Maintain integrity of vapor barriers of insulation by taping and sealing joints, mptures and edges of units adjoining other surfaces. END OF SECTION Insulation 07200-1 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colorado SECTION 08210 WOOD DOORS PART1 GENERAL 1.01 SUMMARY R/C98020 January 18, 2000 A. Provide wood doors in accordance with the Contract Documents. B. Related Work specified elsewhere: 1. Metal &ames. 2. Fumishing finish hazdwaze. 3. Glass and glazing. 4. Finish painting of factory primed doors. 5. Installation of finish hazdwaze. C. Refer to Section 01030 - Altemates where scope and descriprion of alternates is given. 1.02 REFERENCES A. Comply with the applicable provisions and recommendarions of the following industry standards unless specified otherwise: 1. "Quality Standards, Section 1300, Architectural Flush Doors, Premium Grade" of the Architectwal Woodwork Institute. 2. "Commercial Standard 171, Hazdwood Veneered Doors" of the U.S. Deparhnent of Commerce. 3. "Wood Flush Doors Standard NWMA I.S.I" of the National Woodworkers Manufacturer's Associarion. 4. "Standard for Hazdwood and Decorarive Plywood ANSUHPMA HP" of the American National Standards Insritute. B. Where the language in any of the foregoing documenu is in the form of a recommendation or suggestion, it shall be deemed to be mandatory. 1.03 SUBMITTALS A. Submit shop drnwings of the following items in accordance with the Conditions of the Conuact and Section 01300 - Submittals. 1. Wood doors indicating materials, details of cutouu and louvers, location and extent of hazdware blocking, sizes, fire ratings, fmishes and other pertinent data. B. Submit samples of the following items in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Wood door, 1 foot by 1 foot comer section showing construction, Snish, color and speculaz gloss. 1.04 QUALITY ASSLJRANCE A. Refer to Secrion 01400 - Quality Control where scope and description of mock-ups is given. B. Where howly Sre ratings are shown, comply with testing, inspecrion and labeling requirements of the authoriries having jurisdiction. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials, other than bulk materials, to the Project site in macmfactiuer's unopened containers fiilly identified with manufacturer's name, product name, type, grade and size. Wood Doors 08210-1 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 B. Store and handle in accordance with manufacturers d'uections, off the gound and protected from the weather, soiling and datnage. 1.06 PROJECT/SITE CONDITIONS A. Do not install materials unless the temperature and humidity levels aze within the ranges recommended by the manufactw'er for a period of 24 hours before, during and thereafter after installation. 1.07 SEQLJENCING A. Install doors after all wet trades; concrete, masonry, plaster, rile and terruw work are completecl and dry and all other finish trades are complete and the mechanical systems are fiilty operational. Do not install doors in heavy traffic areas until after the heavy traffic is ovec. 1.08 WARRANTY A. In addition to the warranry specified in Article 3.5 of the Generel Condirions of the Conhact for Conshvction, wacranty the wood doors for the life of the original installation. Warranry shall be in acwrdance with the provisions of the Standazd Door Guarartee of the National Woodwork Manufacturer's Associarion. B. Repair or replace defective work in a timely manner and at the convenience of the Ownec Be responsible for damage to surrounding azeas as a result of the failure and subsequent repairs. PART2 PRODUCTS 2.01 MANUFACTURERS A. Doors and panels shall be 1-3/4 inch thick, solid core, pre-hung with wood casings, unless otherwise shown. Provide doors manufactured by one of the following: 1. Ampco 2. Eggers Industries, Inc. 3. Southwood 4. VTI 5. Weyerhauser 2.02 MATERIALS A. Lumber Core: Low density, thoroughly kiln dried wood blocks not more than 2-1/2 inches wide, random lengths. B. Top and Bottom Edge Bands: Thoroughly kiln dried hazdwood. C. Blocking: Manufacturer's standazd designed for purpose intended. D. Side Edge Bands: Thoroughly kiln dried hazdwood, matching face veneers for natural finish. E. Crossbands: Minimum 1/16 inch thick after sanding, properly dried hazdwood. F. Face veneer (naCUral finish): Standazd thiclrness, thoroughly dried paint grade b'vch complying with Commercial Standazd CS35 and Section 1300 S-1 for Premium Grade of the reference standazd. Match faces of doors in pairs and end match transoms. Tapeless splice face veneers w[th grain running vertically, belt and polish sanded. G. Type II Adhesive: Commercial Standazd CS35, Type II (water-resistant bond). H. All Other Materials: Manufacturer's standard for the product specified or type best suited for the purpose intended. 2.03 FABRICATION A. Conshvct non-rated doors in accordance with Section 1300-G-3, Type SLGS of the reFerence standard with lumber core and face veneers specified. Wood Doors 08210-2 Wheat Ridge Uoited Methodist Church Remodel Wheat Ridge, Colondo R/C98020 January 18, 2000 B. Prefit doors and panels in accordance with tolerance requirements of Commercial Standard CS 171 and Section 1300-5-6 of the reference standazd at the place of manufacture. Provide standard bevel or radius to edges of doors as required by the installation. 2.04 FINISHES A. Finish nafural veneer doors with a catalyzed polyurethane to a cured film thidmess of i mil and complying with secrion 1500-G-7, System No.3, Premium Gnde of the reference standard at the place of manufacturer. Prior to applicarion of finish prepare door faces with oil stains or toners as required to match approved samples. Apply a compatible finish to stile and rail edges and cutouu. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Start of Work unplies acceptance of substrates and adjoining Work. 3.02 INSTALLATION A. Condition doors to the average prevailing moisture (humidiry) of the locality before hanging. Do not subject doors to abnormal heat, dryness, or humidity. Avoid sudden changes such as forced heat (used to dry out the building). B. Cutting, trimming, fitting and machining of pre-finished doors will not be permitted. C. Install pre-hung doors in required openings as shown. D. Remove and replace doors which aze found to be warped, bowed or othenvise damaged and cannot be properly fitted in frames. 103 PROTECTION A. Protect the fmished Work from damage by other trades. END OF SECTION Wood Doors 08210-3 Wheat Ridge United Met6odist C6urch Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 08700 HARDWARE PART i GENERAI., 1.01 SUMIvIARY A. Provide hardware in accordance with the Conlract Documents. B. Related Work specified elsewhere: 1. Installation of hardware. C. ReFer to Section 01030 - Altemates where scope and description of altemates is given. 1.02 REFERENCES A. Comply with the applicable provisions and recommendarions of the following industry standards unless specified otherwise: 1. "Locations for Builders Hazdwaze" of the Door and Hazdwaze Institute. B. Where the language in any of the foregoing documents is in the form of a recommendation or suggestion, it shall be deemed to be mandatory. 1.03 QUALITY ASSURANCE A. The hardware shall be furnished by a firm having 5 years of experience in the fumishing of materials specified herein on projects of similaz size and scope as this Project. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the Project site in manufacturer's unopened coatainers fully identified with manufacnuer's name, product nazne, type, gade, size and finish. B. Deliver hardware to the respective installer, whether in the shop or to the site. Number items to correspond with the opening designation to which they aze attached. 1.05 OWNER'S INSTRUCTIONS A. Submit instructions for the opererion, care, cleaning and maintenance of the following items in accordance with Section 01700 - Project Closeout. 1. Locksets. 1.06 MAINTENANCE A. Extra Materials: Coordinate with the Owner's existing hardware and keying system. PART2 PRODUCTS 2.01 MATERIALS A. Match color, keying and finish of eausting hardwaze. 2.02 MANUFACTURED LJNITS A. The specified manufacturers and their product catalog numbers listed, establish the standazd of quality and design required for the various categories of finish hazdwaze. Equivalent products of other manufacturers not listed will be acceptable subject to review of the equivalency of theu design, function and quality by the Architect. B. Furnish hardware in the quantity and size in accordance with the manufacturer's recommendation for door weight, height, width and thiclmess. C. Manufacturecs catalog numbers used in the schedule aze as follows: Hardwaze 08700-1 Wheat Ridge United Methodist Church Remodel R/C98020 Wheat Ridge, Colondo January 18, 2000 1. Hinges: Hager Co. 2. Locks and Latches - Match existing. 3. Silencers: Glynn-Johnson. 2.03 KEYING t. Coordinate with Owner. PART 3 EXECUTION 3.01 INSTALLATION A. The installation of finish hazdware is specified under other Sections of these Specifications in connection with the respective items to which the hazdwaze is to be attached.. 3.02 PROTECTION A. Protect the finished Work from damage by other trades. 3.03 SCHEDULE A. Refer to Drawings. END OF SECTION Hazdwaze 08700-2 W6eat Ridge United Methodist Churc6 Remodei Wheat Ridge, Colondo SECTION 09250 GYPSUM BOARD PART1 GENERAL 2.01 DESCRIPTION A. Provide gypsum boazd in accordacice with the Contract Documenu. B. Related Work specified elsewhere: 1. Painting. 2. Anchors for hollow metal work. R/C98020 January 18, 2000 C. Refer to Section 01030 - Altemates where scope and description of alternates is given. 2.02 SYSTEM DESCRIPTION A. Design and install gypsum boazd components so that the completed partitions will withstand a minimum inwazd and outwazd pressure of 5 pounds per squaze foot normal to the plane of the wall. 2.03 SUBMITTALS A. Submit product data for the following materials and products in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Each kind of gypsum boazd. 2. Joint treatment compound. 3. Laminating adhesive. 4. Each kind of sealant. 5. Trim 2.04 QUALITY ASSURANCE A. The gypsum boazd work shall be performed by a firm having 5 yeazs of experience in the installation of materials specified herein on projects of similaz size and scope as this Project. 2.05 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturer's d'vections, off the ground and protected from the weather, soiling and damage. 2.06 PROJECT/SITE CONDITIONS A. Do not install materials unless the temperature and humidiry levels aze within the ranges intended by the manufacturer for a period of 24 hours before, during and 24 hours after in- stallation. PART2 PRODUCTS 2.07 MATERIALS A. Gypsum Board: Types and thidmess' shown or as requ'ved; type X where fire ratings aze requ'ved, complying with the following: 1. Face Layer: ASTM C36, SW tapered edges. 2. Base Layer: ASTM C36. B. Runners: ASTM C645, roll formed galvanized steel, channel or angle shape, type, size and gauge as recommended by the gypsum boazd manufacturer for the wall system indicated. C. Metal Studs: ASTM C645 roll-focmed galvanized steel, size and gauge as recommended by the gypsum boazd manufacturer for the wall system and height indicated; the following types: Gypsum Wallboazd 09250-1 Wheat Ridge United Methodist Churc6 Remodel Wheat Ridge, Colondo R/C98020 January 18, 2000 1. "ST" and "CWS" as manufactured by United States Gypsum Company for interior partitions and ceilings. D. Furring Channels: ASTM C645, roll-formed galvanized steel, flanged channel rype, 7/8 inch deep; for ceiling attachment. E. Wire Hanger Inserts for Interior Ceilings: No. 6 galvanized wire loop and 26 gauge galvanized shell or 14 gauge galvanized steel strap with 5/16-inch hole. F. Hangers for Interior Ceilings: Galvanized, 3/16 by i-inch steel straps or I/4-inch diameter rods. G. Carrying Channels: ASTM C754, cold rolled steel channels, 1 1/2 inch, 475 pounds per 1000 linear feet. H. Fasteners: Compty with gypsum boazd manufacturer's recommendation. 1. Corner Trim: "Dur-A-Bead 103" as manufactured by United States Gypsum Company, galvanized, in single length for each location where practicable. J. Casing Trim: "No. 200A" as manufactured by United States Gypsum Company, galvanized, in single length for each location where pncticable. K. Control Joint: "No. 093" as manufactured by United States Gypsum Company, roll fortned zinc, in single length for each location where practicable. L. Acoustical Sealant: "Sheetrock Acoustical Sealant" as manufactured by United States Gypsum Company. M. Joint Treatrnent Materials: Joint compound, joint tape and finishing compound; ASTM C475, asbestos-free and "USG Ready Mixed Joint Compound All Purpose" as manufactured by United States Gypsum Company. N. Laminating Adhesive: "USG Ready Mixed Joint Compound All Purpose" as manufactured by United States Gypsum Company. 0. Acousrical Insulation: "Thermafiber Sound Attenuation Blanket" as manufactured by United States Gypsum Company, 1-1/2 inches thick. p. Water. Clear and free of deleterious material, which would impair the Work. Q. A1l Other Materials: Manufacturer's standazd for the producu specified or type best suited for the purpose recommended. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Start of Work implies acceptance of subshates and adjoining Work. 3.02 GENERAL INSTALLATION A. Install gypsum boazd and accessories in accordance with ASTM C840, unless otherwise shown or specified. B. Install metal stud components and furring channels in accordance with ASTM C754, unless otherwise shown or specified. Secure floor runners to concrete slabs using powder actuated fasteners spaced 2 foot on center. Secure floor runners to wood subfloors with screws spaced 2 foot on center. Space metal studs and furring channels maximum of 16 inches on center, unless otherwise shown. At door frames install double studs. C. Provide additional framing, reinforcing and blocking as required to support gypsum boazd at openings and cutouts and to support built-in anchorage and attachment devices for other Work. Gypsum Wallboazd 09250-2 Wheat Ridge Uoited Methodist Church Remodel Wheat Ridge, Colondo R/C98020 January 18, 2000 D. Butt gypsum boazd joints loosely together. Do not place butt ends against recessed or tapered edges. Allow a maximum gap of 1/4 inch at end joinu. E. Install maximum practical lengths of gypsum boazd to span walls with minimum number of end buttjoinu. Where butt joinu aze necessary, stagger joints and locate as faz as possible from center of walls. F. Support end joinu on framing members. Do not align end joints with edges of openings. G. Install control joints where shown and in azeas as intended by gypsum boazd manufacturer. Obtain Architect's acceptance for all locarions. In fire rated partirions, install control joints in accordance with manufacturer's inshvctions and so as not to compromise specified ratings. H. Install casing h-im at eacposed edges, frames, and other locarions as showa Install comer trim at extemal comers. Fasten trim securely. 1. Spot gout door frames at quarter points and jamb anchors. Use joint compommd and apply before inserting face layer into frame. J. Cut openings in gypsum boazd for electrical outlets, piping and other penehations. Maintain close tolerances so that plates and escutcheons will cover edges. Cut both face and back paper. Do not install electrical outlets back to back on opposing sides of partitions. K. Install fasteners not less than 3/8 inch from ends or edges of gypsum boazd, spacing fasteners opposite each other on adjacent ends or edges. L. Begin fastening from center of gypsum boazd acid proceed towazd edges and comers. M. Apply pressure on surface of gypsum board adjacent to fasteners being driven to ensure that gypsum boazd will be secured tightly to supporting members. N. Drive fastener with shank perpendicular to face of boazd. Drive screws with a power screwdriver as recommended by gypsum boazd manufacturec Set heads of screws slightly below surface of paper without cutting paper. 3.03 SINGLE LAYER INSTALLATION A. Apply gypsum boazd on walls horizontally for cei(ing heights less than 8 foot. Where ceiling heights aze 8 foot or more or wall is 4 foot wide or less apply wallboazd vertically. Where horizontal application is used on wa(ls, apply top panel first and butt tight to ceiling. Where vertical application is used apply wallboazd from ceiling to floor by single length of wallboazd. B. Hold joints back at least 8 inches from comers of door frames. Space screws not more than 16 inches on center. 3.04 CEILING AND SOFFIT INSTALLATION A. Provide hangers and inserts necessary to support suspended ceilings below concrete slab before concrete is poured and in time to avoid delay in work. Give particulaz attention to the correct location and alignment of hangers and inserts. Frame openings with furring strips so that recessed items finish flush. B. Secure furring channels to primary carrying channels by clips or wire ties. Space furring channels on centers recommended by gypsum boazd manufacturer. C. Fasten gypsum boazd with screws to fiirring channels at 12 inches on center. D. Apply finish in accordance with the manufacturer's instructions to a uniform fmish matching the approved sample. 3.05 FINISHING GYPSUM BOARD A. Finish new gypsum boazd in accordance with ASTM C840, unless othenvise specified. Patch and refinish existing gypsum boazd as required to match new Work. As a minimum, finish Gypsum Wallboazd 09250-3 Wheat Ridge United Methodist Church Remodel Wheat Ridge, Colondo RlC98020 January 18, 2000 existing gypsum boazd surfaces with one (1) additional coat of finishing compound, polished flush and smooth. B. Fill openings azound cutouts with acoustical sealant as recommended by manufacturer. C. Except where waterresistant waliboazd is used, reinforce joints at tapered edges and interior comers withjoint reinforcing tape set in joint compound. D. After the prime coat of paint has been applied, refinish areas that aze not acceptable to the Architect. 3.06 FIELD QUALITY CONTROL A. Finish surfaces within 1/8 inch in for plumb, level, wazp and bow. B. Finish surfaces within 1/16 inch between planes of boazd faces. 3.07 PROTECTION A. Protect the finished Work from damage by other trades. B. Replace gypsum boazd, which becomes wet or damaged from any source. END OF SECTION Gypsum Wallboard 092504 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Coloredo January 18, 2000 SECTION 09510 ACOUSTICAL CEII.INGS PART1 GENERAL 1.01 SUMMARY A. Provide acousrical ceilings in accordance with the Conhact Documenu. B. Related Work specified elsewhere: 1. Primary suspension system for gypsum board ceilings. C. Refer to Section 01030 - Altemates where scope and descriptions of altemates is given. 1.02 SUBMITTALS A. Submit samples of the following items in accordance with the Conditions of the Conhact and Section 01300 - Submittals. 1. Acoustic Tile, 1 Tile 2. Edge molding, 2 foot long. 1.03 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturer's directions, off the ground and protected from the weather, soiling and damage. 1.04 PROJECT/SIT'E CONDITIONS A. Do not install materials unless the temperature and humidity levels are within the ranges recommended by the manufacturer for a period of 24 hours before, during and 24 hours after installation. 1.05 MAINTENANCE A. Extra Materials: Deliver to the Owner at the job site the following quanriry of exVa materials. l. Four (4) full boxes of each type of acousfical unit. PART2 PRODUCTS 2.01 MATERIALS A. Acoustic Tile Type 1: 12" x 12" x%:" tongue and goove tile, adhesive supported, with factory white paint finish. Armstrong Fissured 714 tile. PART 3 EXECUTION , 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Start of Work implies acceptance of substrates and adjoining Work. 3.02 INSTALLATION A. Verify measuremenu and dimensions at the Project site and coordinate the Work with the Work of other trades, with particulaz attention given to the Work of inechanical and electrical trades. B. Install materials and systems in accordance with manufacturer's printed instructions. C. Factory drill acoustical units occurring at hidden loudspeakers and fire alarm gongs. Acoustical Ceilings 09510-1 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Cotondo January 18, 2000 D. Center tile or boazd pattem in both d'uections in each major space or room. Adjust pattem so that edge piece will be not less than 1/2 unit in width. E. Run gain of units in one direction, as directed, and align joinu in both directions. F. Use procedures that will minimize damage or soiling of the units during installation. Replace units, which aze damaged or cannot be adequately cleaned. 3.03 CLEANING A. Clean, repa'u or replace units that have been stained, marred or otherwise damaged. 3.04 PROTECTION A. Protect the finished Work from damage by other trades. END OF SECTION Acoustical Ceilings 09510-2 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 SECTION 09640 WOOD FLOORING PART i-GENERAL 1.01 DESCRIPTION A. The eatent of wood floor system is shown on the drawings and specified herein. 1.02 QUALII'Y ASSURANCE A. Qualifications: 1. Flooring conhactor shall have a minimum of five (5) yeazs experience in the installarion and finishing of hazdwood flooring systems and shall be certified by the flooring manufacturer. 2. Flooring shall be stored on the premises a minimum of seven (7) days before installation commences, or as requued for acclimation. The flooring contractor will make final determination as to accl'unation. 3. All flooring bundles or cartons should be broken and loosely piled to acclimatize the flooring to moisture conditions in the building. 1.03 WARRANTY A. Flooring manufacturer shall provide a one-yeaz warranty for the flooring materials to be free from manufacturing defects. PART 2-PRODUCTS 2.01 MATERIALS A. Flooring 1. Flooring shall be 25/32" thick x 2-1/4" wide Select or Better, continuous tongue and groove and end-matched red oak, grade mazked and stamped. B. Vapor Barrier shall be 6-mil polyethylene. C. Tape: Cleaz plastic adhesive tape 2" wide. D. Plywood shall be 15/32° x 4' x 8' APA rated sheathing, exposure l. Contractor Option: 7/16" OSB boazd. E. Sealer: Oil-modified urethane sealer and fmish, low VOC. F. Finish: Oil-modified urethane sealer and finish, low VOC. G. Fasteners shall be 2" bazbed cleats or 15 gauge coated staples. PART 3-EXECUTTON 3.01 INSPECTION A. Inspect concrete slab for proper tolerance and dryness, and report any discrepancies to the genenl contractor for correction. B. The concrete slab shalt be cleaned and vacuumed of all debris so flooring contractor will have adequate access to a clean work surface. 3.02 INSTALLATION A. Cover concrete with 6-mil polyethylene, sealing, lapping 4° (min.) and taping joinu B. Install wood framing platform as indicated on the drawings. Wood Athletic Flooring 09642-1 Wheat Ridge United Methodist Church Addition & Remodel R/C98020 Wheat Ridge, Colorado January 18, 2000 C. Install layer of 4' x 8' sheeu at a 90° angle to the long dimension 90° to frazning, leaving a minimum'/:' expansion space between adjoining sheets. D. Install finish-flooring parallel with long dimension of room by power nailing or stapling approximately 12" o/c. Space joints between flooring strips to allow for intermediate expansion, as designated by the installer and in accordance with humidity conditions in the region. E. Provide 2" expansion voids at perimeter and all vertical obstructions. Moisture content of flooring shall not exceed 8% during installation. 3.03 FLOOR SANDING A. Machine sand with coazse, medium and fine papers to a smooth, even and uniform surface. B. Fine sand with 120 grit paper DO NOT use steel wool. C. Remove sanding dust from entire surface by vacuum and tack with clean dry toweL Tack wtil all dust is removed. 3.04 SEALER A. Mixing: Mix catalyst in accordance with manufacturer's written instructions. Do not use catalyzed sealer that is more than 24 hours old. B. Application: Apply sealer by edging out 6" line from base with brush or applicator. Apply 4" wide puddle of sealer, along the grain of the wood the enfve length of the gymnasium. With the applicator at a slight angle drag it in a squeegee motion moving the puddle from one side of the gymnasium to the other. Brush out turns, stops and other applicator mazks. Brush in the direction of the puddle line. Add sealer as requ'ved to maintain a wet edge across the room. Decrease width of puddle line 2 to 3 feet from final wall. Allow puddle to run dry. Back out of room by applying small amounts of sealer and applying in direction of the puddle line. C. Drying: Minimum dry time 3 hours. Measure with moisture meter to determine if floor is dry enough to re-coat. Buff floor with conditioning pad and vacuum. D. Second Coat: Apply in the manner of the first 3.05 FINISHING A. First Coat Application: Appty sealer by edging out 6" line from base with brush or applicator. Apply 4" wide puddle of sealer, along the gain of the wood the entire length of the gymnasium. W ith the applicator at a slight angle drag it in a squeegee motion moving the puddle from one side of the gymnasium to the other. Brush out tums, stops and other applicator mazks. Brush in the direction of the puddle line. Add sealer as required to maintain a wet edge across the room. Decrease width of puddle line 2 to 3 feet from fmal walL Allow puddle to run dry. Back out of room by applying small amounts of sealer and applying in direcrion of the puddle line. B. Drying: Minimum dry time 3 hours. Measure with moisture meter to determine if floor is dry enough to re-coat. Lightly abrade with a used 120-grit screen. Tack with water dampened towels before installation of second coat. C. Apply second coat in the manner of the first. 3.06 MAINTENANCE A. Install flooring protection after the finish has thoroughly dried. Cover with Kraft paper or other compaHble product during other installation work. END OF SECTION Wood Athletic Flooring 09642-2 Wheat Ridge United Methodist C6urch Addition & Remodel R/C98021 Wheat Ridge, Colomdo 7anuary 18, 2000 SECTION 09900 PAINTING PART1 GENERAL 1.01 SUMMARY A. Provide painting in accordance with the Contract Documenls. B. Related Work specified elsewhere: 1. Prime painting as specified in other Sections of the Specifications. 2. Factory finishes as specified in other Secrions ofthe Specifications. 3. Prefinished wood doors. 4. Prefinished architectural woodwork items. 5. Caullcing. C. Refer to Section 01030 - Alternates where scope and descriprion of altemates is given. 1.02 REFERENCES A. Comply with the applicable provisions and recommendarioris of the following industry stzndards unless specified otherwise: 1. "Good Painting Pracrice" of the Steel Structures Painting Council. 2. "Systems and Specifications" of the Steel Structures Painting Council. B. Where the language in any of the foregoing documents is in the form of a recommendation or suggestion, it shall be deemed to be mandatory. 1.03 SUBMITTALS A. Submit product data for the following materials and pcoducu in accordance with the Conditions of the Contract and Section 01300 - Submittals. 1. Each product proposed for use. B. Submit samples of the following items in acwrdance with the Condifions of the Contract and Section 01300 - Submittals. 1. Each color selected, 12 by 12 inch displays showing various coats and final finish required. 1.04 QUALITY ASSLiRANCE A. The painting Work shall be performed by a firm having 5 yeazs of experience in the installation of materials specified herein on projects of similaz size and scope as this Project. B. The material manufacturer and the applicator shall certify that they have reviewed the Contract Documenu and that the materials and their applicarion aze suitable and appropriate for the use intended. 1.05 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturees directions, off the ground and protected from the weather, soiling and damage. 1.06 PROJECT/SIT'E CONDITIONS A. Do not apply materials unless the temperature and humidity levels aze within the ranges recommended by the manufacturer for a period of 24 hours before, during and 72 hours after installation. B. Do not apply materials when the a'v is dust laden. Painting 09900-1 Wheat Ridge United Methodist Church Addition & Remodel R/C98021 Wheat Ridge, Colorado January 18, 2000 1.07 MAINTENANCE A. Extra Ma[erials: Deliver ro the Owner at thejob site the following quantity of eava stock. 1. One full gallon of each type and color of paint used for final coat of paint. PART2 PRODUCTS 3.01 MANiJFACTURERS A. Provide materials as manufactured by Benjamin Moore & Co., Sherwin-Williams, Sophir- Morris. Use products of the same manufacturer for all coau where multiple coats aze required, unless specificaliy accepted by the Architect and the respective paint manufacturers. 3.02 MATERIALS A. Paints: "First line" alkyd base and latex base types as specified, suitable for brush, roller or spray application, pre-mised. Thinning will not be allowed at the site. B. Colors, Textures and Luster: As selected by the Architect. A maximum of twelve (12) colors may be selected, of which, five (5) may be deep tones. Tint prime and undercoats approximately ro the shade of the final coat but with sufficient variation to distinguish them from the preceding coat. C. D. Speculaz Gloss: Ranges determined in accordance with ASTM D523: Sheen Geometry/Degees Gloss/Range Flat 85 Below 15 Eggshell 60 5 to 20 Semi-Gloss 60 30 to 65 Gloss 60 Over 65 All Other Materials: Manufacturer's standard for the producu specified or type best suited for the purpose intended. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Start of Work implies acceptance of substrates and adjoining Work. 3.02 PRECAUTIONS A. Place paint or solvent soaked rags, waste or other materials, which might constitute a fire hazard in metal containers and remove from premises at the ctose of each day's work. Take every precaution to avoid damage by fue. B. Provide suitable coverings to protect surfaces not requiring painting. C. Remove or protect items such as hazdwaze, hazdwaze accessories, plates, lighting fuctures and similaz items placed prior to painting. Reposition or remove protection upon completion of each space. Disconnect equipment adjacent to walls by worlanen skilled in these trades to permit painting of wall surfaces; replace and reconnect after completion of painting. D. Maintain wrappings or other factory applied protection, and if removed, replace for the duration of painting Work. Painting 09900-2 Wheat Ridge United Methodist Church Addition & Remodel R/C98021 Wheat Ridge, Colondo January 18, 2000 3.03 PREPARATION A. Clean the substrates of debris and deleterious substances, which would impair the Work. Foliow the manufacturer's directions for preparing the substrates to receive materials specified. Vacuum clean each space before beginning any painting Work. B. Prepaze surfaces to receive paint; thoroughly clean of grime, grease, dirt, loose material and other substances that may interfere with proper adhesion of paint. Paint dry surfaces only. C. Fill dents, cracks, hollow places, open joints and other irregularities with a filler suitable for the purpose and, after setting, sand to a smooth finish. D. Prime surfaces not more than 8 hours after cleaning. E. Clean baze metal surfaces thoroughly of foreign matter such as mortar, plaster, grease, rust, scale and dirt before priming coat is applied. Where solder flus has been used clean surface with solvent. After erection is completed, touch-up heads of bolts, welded surfaces and other field connections with specified primer. F. Repa'v minor cracks and holes in gypsum boazd with fmishing compound, and sand smooth after drying. Exercise caze to avoid raising nap of paper. 3.04 APPLICATION A. Apply paint in accordance with manufacturer's written instructions. Use applicators and techniques best suited for substrates and type of material being applied. Apply materials at not less than manufacturer's recommended spreading rate to establish a total dry film thiclmess as recommended by the manufacturer. B. Fumish competent technical assistance by the paint manufachuer on the job to ensure proper application of the material. C. Mix materials thoroughly; strain if necessary before using. Do not adulterate ready-mixed materials except in accordance with the manufacturer's printed instrucrions. If no printed instructions appeaz on the container, obtain this information in writing from the manufacturer. D. Apply materials with caze to a uniform and proper film thiclmess, showing no runs, holidays, sags, crawls or other defects. Apply with a minimum of brush mazks. Finish surfaces shall be uniform in sheen, color and teacture. Maintain clean, shazp, straight demazcation between different colors of paint and between paint and other finishes. Leave moldings clean and sharp without excess build-up of paint. E. Apply two thin coats of paint to bare wood surEaces in stiding contact so as not to interfere with proper operation. Do not paint other materials in sliding contact. Remove paint applied to such surfaces. F. Adjust natural fmishes as necessary to obtain identical appeazance on veneers and solid stock. G. Paint access doors, plates, panel boxes, steel grilles, louvers, convector covers, registers, exposed prime painted hazdwaze and the like in colors as selected. Paint interior surfaces of ducu or piping where visible through registers or gilles with a flat, non-specular paint type appropriate to surface to be painted. Do not paint nameplates on equipment. H. Allow coats to dry thoroughly before succeeding coau aze applied; allow a minimum of 24 hours between applications on any one surface unless otherwise specified by the manufacturer. L Sandpaper undercoau on interior metal thoroughly and uniformly to provide a smooth, even surface for finish coats. J. Surfaces given a prime or body coat of paint under other Sections of these Specifications will not require such coau of paint under this Section. 3.05 PROTECTION A. Protect the fuushed Work from damage by other trades. Painting 09900-3 W6eat Ridge United Met6odist Church Addition & Remodel R/C98021 Wheat Ridge, Cotorado January 18, 2000 3.06 CLEANING A. Repaint ent've surface of marred or damaged surfaces. 3.07 SCHEDULE OF INTERIOR PAINTING A. Shop-primed ferrous metal: 1. lst coat Enamel Undercoater. 2. 2nd coatAlkyd Eggshell Enamel. B. Gypsum boazd and plaster - enamel finish: 1. 1 st coat Latex Primer. 2. 2nd coat Enamel Undercoater. 3. 3rd coat Alkyd Eggshell Enamel. D. Gypsum boazd and plaster - flat finish 1. 1 st coat Latex Primer. 2. 2nd coat Latex Flat. 3. 3rd coat Latex Flat. E. Wood - enamel fmish: 1. lst coat Enamel Undercoater. 2. 2nd Coat Latex Eggshell Enamel. 3. 3rd coat Latex Eggshell Enamel. F. Wood - natural fmish: 1. Ist coat Paste Wood Filler (tinted). 2. 2nd coat Penetrating Stain (if required). 3. 3rd coat Polyurethane Low Lustre. 4. 4th coat Polyurethane Low Lustre. END OF SECTION Painting 09900-4 Wheat Ridge United Methodist Church Addition & Remodel Wheat Ridge, Colorado SECTION 11132 PROJECTION SCREENS PART1 GENERAL 1.01 SLJMMARY A. Provide projecrion screens in accordance with the Contract Documents. 1.02 SUBMITTALS R/C98020 January 18, 2000 A. Submit product data for the following materials and products in accordance with the Conditions of the Contract and Secrion 01300 - Submittals. 1. Each type of projection screen. 2. Anchorage. 1.03 DELIVERY, STORAGE AND HANDLING A. Store and handle in accordance with manufacturer's directions, off the ground and protected from the weather, soiling and damage. PART2 PRODUCTS 2.01 MATERIALS A. Screen size as indicated on the drawings, wall-mounted type. To have flexible screen surface for front projection of Da-Mat, Pearlescent. All screen surfaces are fire- and mildew-resistant. Screen surface will have reinfwced black webbing on all four sides and will attach to frame with metal snaps or optional Velcrog. Frame will wnceal snaps and webbing. Screen frame will be I-1/2" square matte black powder-coated 6063-T5 aluminum with.062" walls. Walls will be dbbed for strength and light weight. Frame will be slip jointed at corners and side sections. Comers will be welded and connecting plugs aze riveted together. Standard wall- mounting brackets will be included. B. All Other Materials: Manufachuer's standazd for the product specified or type best suited for the pwpose intended. PART 3 EXECUTION 3.01 EXAMINATION A. Examine the substrates, adjoining construction and conditions under which the Work is to be installed. [nstall in accordance with manufacturer's written instructions. 3.02 PROTECTION A. Protect the work from damage by other trades. END OF SECTION Projection Screens 11132-1 Wheat Ridge Methodist Specification Index DIVISION 16 - ELECTRICAL 16010 - Electrical General Provisions 16110 - Raceways 16120 - Conductors 16130 - Boxes and Fittings 16140 - Wiring Devices and Plates 16180 - Equipment Connections 16450 - Grounding 16510 - Lighting Fixtures ELECTRICAL DIVISION 16 SECTION 16010 ELECTRICAL GENERAL PROVISIONS PART 1 - GENERAL 1.01 PROVISIONS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. 1.02 DESCRIPTION A. Furnish and install all materials and equipment and provide all labor required and necessary to complete the work shown on drawings and/or listed below and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation, including all accessories and appurtenances required for testing the system. It is the intent of Drawings and Specifications that all systems be complete and ready for operation. 1.03 WORK INCLUDED A. Remodeling the sanctuary including new lights, a new theatrical lighting system, minor demolition, new feeder for dimmer rack and relocates. This includes lighting, power, lighting equipment connections and demolition. B. Certain labor, materials and/or equipment may be furnished under other Sections, or by Owner. When such is the case, extent, source and description of these items shall be indicated on drawings or described herein. Unless otherwise noted, all labor, materials, and/or equipment for complete installation of electrical work shall be provided under this Division. 1.04 DEFINITIONS A. Instructions such as "Provide the outlets" shall mean the same as through the words "This Contractor shall" preceded each such instruction. "Provide" shall mean "Furnish and Install". Where the words "ACCepted or Acceptable" are used, such "Accepted" or "Acceptable" action by the Engineer denotes that the work or equipment item is in conformance with the design concept of the project and, in general complies with pertinent information given in the Contract Documents. 16010-1 1.05 STANDARDS FOR MATERIALS A. All materials shall conform with the current applicable industry standards. Workmanship and neat appearance shall be as important as electrical and mechanical operation. Defective or damaged materials shall be replaced or repaired prior to final acceptance in a manner meeting approval of Engineer and at no additional cost to Owner. B. The latest editions of the following standards are minimum requirements. l. Underwriters' Laboratories, Inc. (UL) 2. National Electrical Manufacturer's Association (NEMA) 3. American National Standards Institute (ANSI) 4. Insulated Cable Engineer's Association (ICEA) 5. Institute of Electrical and Electronic Engineers (IEEE) 1.06 SUBSTITUTION OF EQUIPMENT AND MATERIALS A. No substitutions of equipment without written approval from the Engineer, all substitution submittals must be received by the Engineer 7 days prior to the bid. 1.07 CODE COMPLIANCE A. All work and materials shall comply with latest rules, codes and regulations, including but not limited to the following: OSHA, National Fire Codes of National Fire Protection Association (NFPA), 1999 National Electrical Code and all other applicable State and local laws and regulations. B. Code compliance is mandatory. The Drawings and Specifications shall not permit work that does not conform to these codes. C. No work shall be concealed until after inspection and approval by proper authorities. If work is concealed without inspection and approval, Contractor shall be responsible for all work required to expose and restore the concealed in addition to all required modifications. 1.08 DRAWINGS A. Drawings indicate general arrangement of circuits and outlets, locations of switches, panelboards and other work. Drawings and specifications are complementary each to the other, and what is called for by one shall be binding as if called for by both. Data presented on drawings is as accurate as planning can determine, but accuracy is not guaranteed and field verification of all dimensions, locations, levels, etc. to suit field conditions is directed. Review all drawings, and adjust all work to conform to all conditions shown therein. Discrepancies between different drawings or between drawings and specifications or regulations and codes governing installation shall be brought to the attention of the Engineer. PART 2 - PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. All equipment and materials installed shall be new and UL approved unless otherwise specified. B. All major equipment components shall have manufacturer's name, address, model number and serial number permanently attached in a conspicuous location. PART 3 - EXECUTION 3.01 CONDITIONS AT SITE A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions, and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. B. Lines of other services that are damaged as a result of this work shall promptly be repaired at no expense to Owner to complete satisfaction of Engineer. 3.02 LICENSE, FEES, AND PERMITS A. Arrange for required inspections for all license, pernlit and inspections. Furnish a certificate of final inspections and approval from local authority having jurisdiction over electrical installation. 3.03 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS A. Only quality workmanship will be accepted. Haphazard or poor installation practice will be cause for rejection of work. A journeyman to apprentice ratio of 1:1 must be maintained. B. Provide foreman in charge of this work at all times and submit a resume for the proposed foreman including references and recent work experience. C. Contractor must have been in business under the same name for a minimum of 5 years and have a manned office, full time. Also provide a current and complete financial statement for review. D. Where specifications call for an installation to be made in accordance with Manufacturer's recommendations, a copy of such recommendations shall at all times be kept in job superintendent's office and shall be available to Engineer's and/or Owner's representative. E. In addition, the contractor must provide a statement(s) indicating they meet the following minimum requirements: a) List a minimum of two projects completed in the last five years which were similar in size (or larger), complexity and type. For each project list: Name and location of project. Name, address and phone number of client/owner and owner's representative. Contract type (prime or subcontract) and contract value (or subcontract value). Year in which work was performed. b) The firm or its operating officers (above the level of Project Manager) shall have been involved in Electrical Contracting for at least five years. 3.04 SUBMITTALS A. Submit shop drawings and product data in accordance with provisions of Division 1. B. Prior to submission, shop drawings, material lists and catalog cuts or manufacturer's printed data shall be thoroughly checked for compliance with contract requirements, compatibility with equipment being furnished by the Contractor or Owner, accuracy of dimensions, coordination with work of other trades, and conformance with sound and safe practice as to erection of installation. Each submittal shall bear Contractor's signed statement evidencing such checking. C. Clearly mark each shop drawing as follows for purposes of identification: Shop Drawing Eguipment Identification Used on Contract Drawings Date Name of Project Branch of Work Architect/Engineer's Name Contractor's Name D. Clearly mark printed material, catalog cuts, pamphlets or specification sheets, and shop drawings with the same designation shown on the contract document schedules. Identify specific item proposed, showing catalog number, recess openings, dimensions, capacities, electrical characteristics, etc. Submittals which are incomplete will be returned to the Contractor without review. E. Contractor agrees that submittals processed by the Architect/Engineer are not change orders; that the purpose of submittals is to demonstrate to the Architect/Engineer that the Contractor understands the design concept; and that the Contractor demonstrates this understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. F. Contractor shall be responsible for dimensions (which he shall confirm and correlate at the job site), fabrication processes and techniques of construction, and coordination of his work with that of other trades. The Contractor shall check and verify all measurements and review shop drawings before submitting them. If any deviations from the specified requirements for any item of material or equipment exist, such deviation shall be expressly stated in writing and incorporated with the submittal. G. Maintain one copy of shop drawings at the project field office until completion of the project, and make this copy available, upon request, to representatives of the Architect/Engineer and Owner. H. No equipment or materials shall be installed or stored at the jobsite until submittals for such equipment or materials have been given review action pernzitting their use. Shop drawings and manufacturer's published data shall be submitted for: Lighting fixtures (catalog cuts) Wiring devices (switches, dimmers & receptacles) Disconnect Switches 3.05 TESTS A. The right is reserved to inspect and test any portion of the equipment and/or materials during the progress of its erection. This contractor shall test all wiring and connections (whether new or existing) for continuity and grounds before connecting any equipment. 3.06 DELIVERY AND STORAGE OF MATERIALS A. Make provisions for delivery and safe sto materials. Deliver materials to job as s the Work as will expedite Work as a whole mark and store all materials. Carefully furnished for installation, and furnish a acknowledging acceptance of delivery and rage of all uch stages of . Carefully check materials receipt condition of materials received. Thereafter assume full responsibility for safekeeping of same until final installation has been approved and accepted. 3.07 CUTTING AND PATCHING A. Carefully lay out all work and coordinate location with architect and other trades. Where cutting, channeling, chasing or drilling of floors, walls, partitions, ceilings or other surfaces is necessary for proper installation, support or anchorage of raceways, outlets or other electrical equipment, this work shall be the responsibility of this Contractor. Any damage to building, piping, eguipment or any defaced finish, plaster, woodwork or metalwork shall be repaired by this contractor at no additional cost to Owner. Do no cutting, channeling, chasing or drilling of unfinished masonry, tile, etc. or cutting, drilling, welding of structural members of building, etc. without first obtaining permission from Engineer. If peimission is granted, perform work in a manner approved by Engineer. All penetrations through fire resistive construction must be sealed with an approved fire resistive sealant. 3.08 DIRECTORY CARDS, NAMEPLATES, AND LABELS A. All components of electrical system shall be neatly and accurately labeled to facilitate ready identification and service. Temporary type of markings, which are visible on equipment, will not be permitted. Repaint trims, housing, etc. where such marking cannot be readily removed. Defaced finish must be refinished All spares or spaces must be labeled in erasable pencil. 3.09 CLEAN-UP A. Remove all materials, scrap, etc. relative to electrical installation, and leave premises in a clean, orderly condition. Any costs to Owner for cleanup of site will be charged to Contractor. At completion, all equipment, lighting fixtures, etc. shall be thoroughly cleaned and all residue removed from the inside and outside surfaces. Defaced finish shall be refinished. 3.10 GUARANTEE A. Provide in accordance with the General Conditions and Division 1. Leave entire electrical system installed under this Division in proper working order. Replace, without additional charge, any work materials or equipment provided under this Division which develops defects within one year from date of final acceptance. Guarantee all materials and equipment against defects in composition, design or workmanship. END OF SECTION ELECTRICAL DIVISION 16 SECTION 16110 RACEWAYS PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16450 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART 2 - PRODUCTS 2.01 CONDUITS A. Rigid Steel Conduit: Rigid, threaded, thick-wall, zinc-coated on the outside and either zinc-coated or coated on the inside. ANSI C80.1. B. Electrical Metallic Tubing (EMT): Mild steel, zinc-coated on the outside and either zinc-coated or coated with an approved corrosion-resistant coating on the inside. The use of 211 or larger EMT by permission only. C. Flexible Conduit: Commercial Greenfield, galvanized steel, with a separate grounding bond wire installed in the conduit in addition to other wires. D. Conduit Size: Minimum conduit size is 1/2-inch for lighting circuits and power circuits unless otherwise noted. All conduit shall be as required by the NEC. 2.02 CONDUIT FITTINGS A. Rigid Steel Conduit, IMC, and EMT Fittings: Iron or steel only. B. Flexible Conduit Fittings (Commercial Greenfield): Steel only, with insulated throats, and shall be: 1.Squeeze or clamp type with bearing surface contoured to wrap around the conduit and clamped by one or more screws. C. Connectors and Couplings: Compression type threadless : fittings for rigid steel conduit or IMC not permitted. Steel set screw connectors and couplings permitted for special conditions when approved. EMT couplings and connectors steel only, "Concrete-tight" or "Rain-tight," the gland and ring compression type or double set screw type. Connectors to have insulated throats. D. Bushings: Insulated type, designed to prevent abrasion of wires without impairing the continuity of the conduit grounding system, for rigid steel conduit, IMC, and rigid aluminum conduit larger than 1/2-inch size. Provide grounding type bushings on all feeder conduits. PART 3 - EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT A. Size conduit to meet requirements of National Electrical Code, 1/2-inch minimum size, except as otherwise indicated. Minimum flexible conduit size shall be 1/211. Three-eights inch flexible conduit is permitted if furnished as part of a manufactured equipment connection. Maximum length of flexible conduit shall be 3'-0" except for connections to lighting equipment, which may be 6'-0" maximum length. B. Route exposed conduit and conduit above accessible ceilings parallel and perpendicular to walls and adjacent piping. Coordinate the proposed conduit routing with the architect prior to installation. C. Maintain minimum 6 inch clearance between conduit and - piping. Maintain 12 inch clearance between conduit and ` heat sources such as flues, steam pipes, and heating appliances. D. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. Support conduit from building structure using galvanized straps, clevis hangers, or bolted split stamped galvanized hangers. Do not support conduits from ceiling suspension wires. E. Group conduit in parallel runs where practical and use conduit rack constructed of steel channel with conduit straps or clamps. Provide space for 25 percent additional conduit. F. Do not fasten conduit with wire or perforated pipe straps. Remove all wire used for temporary conduit support during construction, before conductors are pulled. Multi-use suspension systems for plumbing and other piping along with electrical conduits shall not be permitted. 3.02 CONDUIT INSTALLATION A. Cut conduit square using a saw or pipecutter; de-burr cut ends. 16110-2 B. Bring conduit to the shoulder of fittings and couplings and fasten securely. C. Use conduit hubs or sealing locknuts for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. D. For all metallic conduits, provide insulated bushing or throat bushings or throat bushings for 1-1/4" diameter and larger. Provide grounding lug bushings where conduits enter switchboards. E. Install no more than the equivalent of three 90-degree bends between boxes. F. Use conduit bodies to make sharp changes in direction, as around beams. G. Use hydraulic one-shot conduit bender or factory elbows for bends in conduit larger than 2 inch size. H. Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting. I. Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. J. Where conduit penetrates fire-rated walls and floors, provide mechanical fire-stop fittings with UL listed fire rating equal to wall or floor rating or seal opening around conduit with UL listed foamed silicone elastomer compound. Coordinate with Section 07270 requirements. K. Where conduit penetrates waterproofed floors or exterior walls subject to entry of moisture, provide pipe sleeves two sizes larger than conduit, suitably flashed or sealed where appropriate. Seal annular space around conduit with UL listed foamed silicone elastomer compound. For conduit penetrations through exterior foundation walls below grade, all conduit shall be sloped away from the building to prevent entry of moisture. Pipe sleeve shall be large enough to allow up to 3" of vertical movement about the conduit without damage in the event that the foundation rises. L. Provide grounding type bushings around all conduits terminated through concentric or eccentric knockouts. 3.03 CONDUIT INSTALLATION SCHEDULE A. Concealed Dry Interior Locations: Rigid steel conduit or electrical metallic tubing. Do not use EMT in concrete slabs, in block or concrete walls or where it is exposed to the weather. 16110-3 B. Exposed Dry Interior Locations: Rigid steel conduit from floor level to +41-0" above finished floor where exposed to travel areas (corridors, receiving, etc.) or where likely to be damaged. Electrical metallic tubing above +4'-0" from finished floor. All surface conduit shall be painted. Wiremold shall be used in some finished areas as shown on the drawings. C. Direct Buried Locations: PVC conduit a minimum of 24" below finished grade. PVC conduit shall never be exposed and shall be transitioned to GRC prior to stubbing up in concrete or earth. D. Flexible metal conduit shall be utilized for the following: 1. Motor final connections. 2. Transformer final connections. 3. Mechanical equipment final connections. 4. Lighting equipment final connections. E. Exposed wet exterior location: Rigid steel conduit painted to match building. F. All conduit in finished areas shall be concealed. END OF SECTION 16110-4 ELECTRICAL DIVISION 16 SECTION 16120 CONDUCTORS PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16450 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART 2 - PRODUCTS 2.01 CONDUCTORS AND CABLES (600 VOLTS) A. Type: Conform to the applicable UL and ICEA Standards for the use intended. Copper conductors with 600-volt insulation unless otherwise specified or noted on the drawings. Stranded conductors for No. 10 and larger and where elsewhere specified or noted on the drawings. B. Aluminum Conductors Are Prohibited. C. Insulation: Type THWN/THHN insulation minimum unless otherwise specified or noted on the drawings. Type THW minimum or type XHHW filled cross-linked polyethylene 90-degree C thermosetting insulation for conductors larger than No. 6 and elsewhere as required by NEC. 90-degree C minimum insulation within fixture wireways of fluorescent fixtures. D. Size: No. 12 minimum unless otherwise specified or noted on the drawings. Not less than NEC requirements for the system to be installed. If the equipment to be installed requires larger conductor and equipment sizes than indicated on the drawings, the required changes shall be made without additional charge to the Owner. E. Wire Color Coding: 1. Color code wires follows: 120/208V-3 Phase OA - Black OB - Red OC - Blue Neutral - White Ground - Green for building voltage classes as 277/480V-3 Phase OA - Brown OB - Orange OC - Yellow Neutral - Gray Ground - Green 16120-1 2.04 CONNECTORS AND LUGS A. For copper conductors No. 10 and smaller: 3M Scotch-Lok, T&B or equal spring wire connectors. B. For copper conductors larger than No. 10: Split bolt-type pressure connectors, properly taped or insulated. PART 3 - EXECUTION 3.01 SPLICES (480 VOLTS AND UNDER) A. Permitted only at outlets or accessible enclosures. Conductor lengths shall be continuous from termination to termination without splices unless approved by the Architect/Engineer. 3.02 RACEWAYS A. Install all conductors in an approved raceway system. B. Install a ground conductor in all power & lighting circuits. 3.03 CABLE BENDS A. Radius of bends shall be not less than 10 times the outer diameter of the cable. 3.04 CONDUCTOR PULL A. Conductors shall not be pulled into conduits until after all plastering or concrete work is completed, and all conduits have been swabbed out. 3.05 FEEDER IDENTIFICATION A. Tag feeder circuits in each enclosure with wrap-around circuit designation labels where more than one feeder passes through or terminates in the enclosure. Not required for branch circuits. 3.06 CONNECTORS AND LUGS A. Install with manufacturer's recommended tools and with the type and quantity of deformations recommended by manufacturer. END OF SECTION 16120-2 ELECTRICAL DIVISION 16 SECTION 16130 BOXES AND FITTINGS PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16450 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART 2 - PRODUCTS 2.01 OUTLET BOXES A. Construction: Zinc-coated or cadmium-plated sheet steel boxes of a class to satisfy the condition at each outlet except where unilet or condulet bodies are required. Knockout type with knockouts removed only where necessary to accommodate the conduit entering. Square cornered, straight sided gang boxes, 4-inch octagon concrete rings and 4-inch octagon hung ceiling boxes with bars may be folded type; one-piece deep-drawn for all other boxes. , B. Size: To accommodate the required number and sizes of conduits, wires and splices in accordance with NEC requirements, but not smaller than 4" square. Standard , concrete type boxes not to exceed 6 inches deep except ' where necessary to permit entrance of conduits into sides of boxes without interference with reinforcing bars. Special purpose boxes shall be sized for the device or application indicated. C. Fixture Studs: 3/8-inch malleable-iron fixture stud in outlet boxes for ceiling lighting fixtures and interior bracket lighting fixtures, other than lamp receptacles and drop cords. D. Exposed: Screw-joint type, with gasketed weatherproof covers in locations exposed to the weather. , E. Wall-Mounted Switch, Receptacle and Signal Boxes: Unless otherwise noted or specified, not less than 4 inches square by 1-1/2 inches deep for two devices and multigang boxes for more than two devices. Boxes for switches and , receptacles on unfinished walls may be screw-joint type with covers to fit the devices. 16130 Light Fixture Boxes: minimum for ceiling a concealed conduits. P1 have 3-inch diameter canopy seat for ceiling exposed conduits. PART 3 - EXECUTION 3.01 OUTLET BOXES 4-inch diameter by 1-1/2-inch deep nd interior bracket fixtures with aster covers for bracket fixtures to openings. Screw-joint boxes with and interior bracket fixtures with A. Installation: Unless otherwise specified or shown on the drawings, outlet boxes shall be flush mounted and the front edges of the boxes or plaster covers shall be flush with the finished wall or ceiling line, or if installed in walls and ceilings of incombustible construction, not more than 1/4-inch back of same. Mount boxes with the long axes of devices vertical, unless otherwise specified. Boxes in plastered walls and ceilings shall be provided with plaster covers. Box extensions and/or covers will not be permitted. Install in a rigid and satisfactory manner with suitable metal bar hangers, box cleats, adjustable box hangers, etc. Use wood screws on wood, expansion shields on masonry and machine screws on steel work. B. Mounting Heights: The mounting height of a wall-mounted outlet box shall be construed to mean the height from the finished floor to the horizontal center line of the cover plate. On exposed tile, block, or brick construction, mount outlet boxes at the nearest bed joint to the mounting height indicated. Verify with Architect. C. Wall-MOUnted Switch, Receptacle and Signal Outlets: On columns, pilasters, etc., mount so the centers of the columns are clear for future installation of partitions. Install outlet boxes near doors or windows close to the trim. Install outlet boxes near the doors on the lock sides as shown on architectural drawings, unless other locations are approved by the Architect. D. Back-TO-Back: Outlets shown on the drawings "back-to-back" are to be installed with a minimum of 6 inches lateral separation between outlets for minimum sound transmission. "Through-the wall" type boxes are not pennitted. E. Box extensions shall be prohibited on new construction and allowed on remodel work only as required. F. Provide "Bell" or FS boxes for surface installations in all high traffic areas such as corridors, circulation spaces, exterior colonnades, plazas, etc. G. Boxes mounted on metal partitions shall have back side supports. 16130-2 3.02 FIXTURE CONNECTIONS A. Recessed or surface light fixtures in lay-in or accessible ceilings shall be connected with minimum 3/8-inch flexible metallic conduit, 4 to 6 feet long, with grounding provisions. 3.03 IDENTIFICATION A. Identify all junction and pullboxes as follows: 1. Fire Alarm - red 2. Emergency - yellow 3. Telephone - green 4. Television - violet 5. Computer & data - blue 6. 277/480V - orange END OF SECTION 16130-3 ELECTRICAL DIVISION 16 SECTION 16140 WIRING DEVICES AND PLATES PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16450 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART 2 - PRODUCTS 2.01 SNAP SWITCHES A. Unless otherwise specified, each switch (Quiet, Quick Make & Break) shall be of the A.C. specification grade type for mounting in a single-gang spacing, fully rated 20 amperes minimum at 120-277 volts, conforming to minimum requirements of the latest revision of the Federal Spec. #W-S-896E, standard Quiet Switches and further requirements herein specified. Switches shall be spec grade, heavy duty, single-pole, 3-way or 4-way, of the maintained, momentary, or lock type as indicated on the drawings with grounding screw. Switches shall operate in any position and shall be fully enclosed cup type with entire body molded phenolic, urea or melamine with cover of molded phenolic, urea or melamine. Fibre, paper or similar insulating material shall not be used for body or cover, ivory color handles unless otherwise indicated on the drawings. Silver or silver alloy contacts. A.C. 120/277 volt general use snap switches shall be capable of withstanding tests as outlined in NEMA Publication, and shall be as follows unless otherwise noted: Hubbell #1221-I,1222-I, 1223-I or 1224-I or equal by Leviton, Arrow-Hart or Daniel Woodhead. 2.02 RECEPTACLES A. General: Configuration and requirements for all connector or outlet receptacles shall be in accordance with NEMA Publications. Fire-resistant, non-absorptive, hot-welded, phenolic composition or equal bodies and bases with metal plaster ears (integral with the supporting member). Single or duplex as shown or noted on drawings. Ivory color unless otherwise noted on the drawings. Double grip contacts for each prong. Receptacles shall comply with Federal Spec. #W-C-596E. 16140-1 B. Grounding Type: Al1 receptacles shall be grounding type with a green colored hexagonal equipment ground screw of adequate size to accommodate an insulated grounding jumper the same size as the phase conductor. Grounding terminals of all receptacles shall be internally connected to the receptacle mounting yoke. C. Unless otherwise noted, receptacles shall be as follows: Hubbell #5362-I or 5362-GF for ground fault. or equal by Leviton, Arrow-Hart or Daniel Woodhead. 2.03 DEVICE PLATES A. General: Provide plates for each switch, receptacle, signal and telephone outlet, and special purpose outlet. Do not use sectional gang plates. Provide multi-gang outlet plates for multi-gang boxes. Plates shall be smooth lexan (nylon), of spec. grade, ivory color, as manufactured by Hubbell, Leviton, Arrow-Hart or Daniel Woodhead. B. Exposed: Plates for exposed jointed fittings shall match the fittings with edges of plates flush with edges of fittings. Heavy cadmium-plated steel with gasket. Plates for cast type boxes at locations subject to wet or rain conditions shall be of the cast, vapor-tight type. Provide hinged lift covers for devices. PART 3 - EXECUTION 3.01 INSTALLATION A. Install wall switches 48 inches above floor, OFF position down. B. Install wall dimmers 48 inches above floor; derate ganged dimmers as instructed by manufacturer; do not use common neutrals. C. Install convenience receptacles vertically at 18 inches above floor with grounding pole on top, or horizontally at 6 inches above counters, or backsplash, with grounding pole to right. D. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above accessible ceilings, and on surface-mounted outlets. E. Install devices and wall plates flush and level. F. Install with alignment tolerance of one-sixteenth inch and all edges in continuous contact with wall surfaces. END OF SECTION 16140-2 ELECTRICAL DIVISION 16 SECTION 16180 EQUIPMENT CONNECTIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Electrical connections to equipment specified under other Sections or furnished by Owner. 1.02 RELATED WORK A. Dimming and lighting control system. B. Sound System Conduits. C. Conduit. D. Section 16120 - Wire and Cable. 1.03 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - CORDS AND CAPS A. Hubbell, Arrow-Hart, Daniel Woodhead, Leviton. 2.02 CORDS AND CAPS ' A. Attachment Plug Configuration: Match receptacle ' configuration at outlet provided for equipment. B. Cord Construction: Oil-resistant thernioset insulated Type SO multiconductor flexible cord with identified equipment grounding conductor, suitable for extra hard usage in damp locations. C. Cord Size: Suitable for connected load of equipment and rating of branch circuit overcurrent protection. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that equipment is ready for electrical connection, wiring, and energization. ~ 3.02 PREPARATION A. Review equipment submittals prior to installation and electrical rough-in. Verify location, size, and type of connections. Coordinate details of equipment connections with supplier and installer. 3.03 INSTALLATION A. Use wire and cable with insulation suitable for temperatures encountered in heat-producing equipment. B. Make conduit connections to equipment using flexible conduit. Use liquid-tight flexible conduit in damp or wet locations. C. Install pre-finished cord set where connection with attachment plug is indicated or specified, or use attachment plug with suitable strain-relief clamps. D. Provide suitable strain-relief clamps for cord connections to outlet boxes and equipment connection boxes. E. Make wiring connections in control panel or in wiring compartment of pre-wired equipment in accordance with manufacturer's instructions. Provide interconnecting wiring where indicated. F. Install disconnect switches, controllers, control stations, and control devices such as limit switches and temperature switches as indicated. END OF SECTION ELECTRICAL DIVISION 16 - SECTION 16450 GROUNDING PART 1 - GENERAL 1.01 RELATED WORK IN OTAER SECTIONS A. Section 16010 General Provisions; Section 16110 Raceways; Section 16120 Conductors; Section 16130 Boxes and Fittings; Section 16140 Wiring Devices and Plates. PART 2 - PRODUCTS A. Materials, equipment, and devices related to the grounding system may be specified under other sections. PART 3 - EXECUTION 3.01 GENERAL A. Install grounding conductors as shown on the drawings. B. Provide a grounding conductor in all power and lighting branch circuits. 3.02 EQUIPMENT GROUNDING SYSTEM A. Feeders and Branch Circuits: Provide a separate green insulated equipment grounding conductor for each single or three-phase feeder and each branch circuit. Install a grounding conductor in the common conduit or raceway with the related phase and/or neutral conductors and connect to the box or cabinet grounding terminal. B. Devices: Install a minimum No. 12 green insulated equipment bonding conductor from a grounding terminal in the respective outlet or junction box to the green ground ~ tenninal of all receptacles and through flexible conduit to all light fixture housings. 3.03 GROUND CONNECTIONS A. Clean surfaces thoroughly before applying ground lugs or clamps. If surface is coated, the coating must be removed down to the bare metal. After the coating has been removed, apply a noncorrosive approved compound to cleaned surface and install lugs or clamps. Where galvanizing is removed from metal, it shall be painted or touched up with "Galvanox," or equal. END OF SECTION 16450 ELECTRICAL DIVISION 16 - ------------------------------------------LIGHTING FIXTURES SECTION 16510 PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16450 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. 1.03 SUBMITTALS A. Submit for approval complete shop drawings, catalog cuts, special installation instructions, photometric data, and descriptive temperature. When fixtures are proposed for substitution and prior approval has not been issued, they will not be reviewed for acceptance. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish all lighting fixtures throughout of the type indicated on the drawings, complete with lamps, sockets, wiring, fitters, hangers, plaster rings, canopies, etc., as required. 2.02 LAMPS A. Fluorescent: 3500 degree Kelvin, energy saving T8 lamps, as noted in fixture schedule. B. Manufacturers: General Electric, Sylvania or Philips. 2.03 BALLASTS A. Fluorescent Ballasts - Electronic; 1. Provide rapid start electronic ballasts for all four foot rapid start T-8 and T-12 lamps with voltage as indicated on the plans and luminaire schedule. The ballast shall deliver normal lamp life and must be interchangeable with electromagnetic ballasts. The light output shall not vary in response to an input voltage variance of less than 10o rated voltage. 2. The ballast Total Harmonic Distortion shall be less than l0o with the third hannonic (180 Hz) distortion less than 80. 3. The ballast shall have a power factor of 0.98 or higher and shall have a ballast efficiency of 90°s or higher. 4. The ballast shall be UL listed Class P and shall have a sound rating better than A. 5. The manufacturer shall provide a full three year warranty beginning at time of substantial completion. The manufacturer shall replace any and all failed ballasts within 48 hours of notification. The manufacturer shall provide the labor for warranty replacements. 6. The ballasts shall be General Electric or Motorola. All other manufacturers shall request prior approval and supply test data from an independent testing laboratory to substantiate compliance with specifications. 2.04 FLUORESCENT FIXTURES A. All fixtures, ballasts and supports shall be quiet in operation. Louvers, shields, reflectors and all sections of the channel structure shall be securely held in position. Fixtures shall not be mounted in such a way that ballast hum will be amplified or transmitted into work areas. 2.05 FLUORESCENT LAMPHOLDERS A. Designed so lamps will be held firmly in place, electrically and mechanically pernlitting easy insertion or removal of lamps. Provide corrosion resistant, silver-plated lamp pin contacts. 2.06 CEILING TRIM A. Furnish proper ceiling frames for the ceiling material in which recessed fixtures are to be installed. Verify prior to ordering. 2.07 HOUSING A. Not less than 20 gauge steel with baked white enamel finish applied over corrosion-resistant primer unless otherwise specifically approved. PART 3 - EXECUTION 3.01 SUPPORTS A. Support ceiling fixtures by anchorage to the ceiling only where the ceiling is concrete or masonry units. For ceilings of other construction, anchor ceiling fixtures to metal or wood supports provided for that purpose, of suitable strength and stability, adequately attached to and supported by joists, trusses or other structural members, unless other methods of support are specifically approved by the Architect. Where lay-in construction is used, fixtures shall be of the lay-in type. Coordinate supports for lay-in fixtures with ceiling contractor. 3.02 CEILING TRIM AND MEANS OF SUPPORT A. The ceiling trim and means of support of recessed fixtures shall be coordinated with the type of ceiling to be installed to insure proper installation. 3.03 SUSPENDED FIXTURES A. Provide swivel hangers and canopies to insure a plumb installation. For single-unit suspended fluorescent fixtures provide tubings or stems for wiring at one point, and a tubing or rod suspension provided for each unit of chassis. Provide 3/16 inch diameter rods minimum. 3.04 BLOCKING A. Protect housings of recessed lighting fixtures during installation by internal blocking or framing to prevent distortion of sides or dislocation of threaded lugs which upon completion must be in perfect alignment and match the corresponding holes in frames or rims so that holding screws can be installed freely without forcing and remain so they can be easily removed when servicing. Threads to receive holding screws shall be chased after plating and finishing to insure easy installation and removal of knurled headed screws by thumb pressure. 3.05 CLEAN-UP A. At final inspection the fixtures and lighting equipment shall be in first class operating order, in perfect condition as to finish, free from defects, completely lamped, clean and free from duct, plaster or paint spots, and complete with the required glassware, reflectors, side panels, louvers, or other components necessary to complete the fixtures. END OF SECTION ADDENDUM NO.ONE (1) WHEAT RIDDGE IJ1vITED METHODIST CHURCH REMODEL ADDENDUM NO. 1 TO: DOCUMENTS FOR CONSTRUCTION FOR: Wheat Ridge United Methodist Church 7530 West 38`^ Avenue Wheat Ridge, Colorado B1': Reed • Cole, Architects 910 16`h Street Suite 426 Demer, Colorado 80202 98020C February 4, 2000 This Addendum is issued before execution of the Contract to inform the bidders of revisions to the Bidding Documents. This Addendum is hereby made a part of the Bidding Documents and shall be included in the Contract. All requirements contained in the Bidding Documents shall apply to the Addendum. The work ca(led for in this Addendwn shall be the same as set forth in the applicable portions of the Bidding Documents unless otherwise specified in this Addendum. All incidentai work necessitated by this Addendum as required to properly complete the work shall be included in the Bids even though not specifically stated in this Addendum. L SPECIFICATIONS SEE ISSUED SPECIFICATIONS THIS ADDENDUM II. DRAWINGS 1. ADD THE FOLLOWING REVISED SHEETS TO THE PROJECR SET • AI.O FLOOR PLAN DEMOLITION PLAN SECTION REVISED DATED 1/25/00 • Al.l CHANCEL PLAN, SECTION, DETAILS REVISED DATE 1/25/00 • A12 CHANCEL FRAMMING PLAN, SECTION, DETAILS REVISED DATE 1/25/00 f A2.0 SECTIONS, DETAILS REVISED DATE 1/25/00 I Calculations, stud sizes and spacing, joists sizes and spacing to replace wood studs and joists Dn drawings. END OF ADDENDi7M 1 ONE PAGE WITH 4 DWGS letter and 2 s6eets of calculations ATTACHED Adl-1 9EPARTMENT OF PLANNING AND DEVELOPMENT ' BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9447 9/8/99 Property Owner: Property Address : 7530 W 38TH AVE Contractor License No. : 18033 Company : Gordon Sign Co. Phone: Phone: 629 6121 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) SIGNED DATE Use: Description : New D/F ground sign BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC Zoning : R-C Approval: BG Approval: Occupancy : Walis R-3, Per sign code, sign must be set back a min of 10' from propety line & placed within a landscaped area. Not to encroach into sight distance trian9l-g- No electrical Roof Electrical License No : Company : Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (7) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) iriis permit shall expire if (A) the work authorized is not commenced wdhin sixly (60) days from issue tlate or (B) the builtling authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-halF ihe amount normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspension or abandonment has not ezceeded one (i) year. If changes are made or iFSUSpension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the natural flow oFwater causing a dreinage problem. (5) Contractor shall notiry the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing with successive phases of fhe job. (6) The issuance of a permit or the approval of tlrewings and specifcations shall not be cons[rued to be a permit for, nor an approval of, any viola[ion of the provisions of the building cotles or any other ordinance, law, rule or regulation. . ~ 41 hYc~ 42y'::) //W Chief Buildi Inspector Construction Value : $5,500.00 Permit Fee : $125.25 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $125.25 ~ ~ . , ~~I ~ vcv" "vrm" i~ 1 uuuuuqy rcium rvul11uC1 : BUILDING INSPECTION DIVISION - 235-2855 . CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80215 PropertyOwner: WV, ea~e U`n%tec~ ~et~a~`~s} C1nca~c,~ Property Address S 3~ W. 3 g{)., Rve- Phone : Contractor License No. : 1~~ a 3S Company : Gova a~., S~ 5„ Go. " Phone :(aas) C,z~ -~12i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit appiication are accurate, and do not vialate ap0lipble ordinances, ruies or reguiations of the City of Wheat Ridge or covenants. easements or resVictions of record: that all measurements shown, and aliegations maEe are accu2te; that 1 have read and agree to a6ide by ali conditions printed on this application, and that I assume tull responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, tar work untler this pertnR. (OVJNcR)(CONTRACTJR) SiGNED DATE g 2S g'1 Description: ConsVucGon Value : 6,Scjo Permit Fee : Use Tax : o0 6& Z , Totai : i-n Approval: {~1LL Zoning : ftI11d(nAmmam APProval: /S6_1 BUILDING DEPARTMENT USE ONLY ~-~5~c~~ccdt~Si mv5~ ,se~bctctS a cs~ ~ -3 lGfo C~PC.CI~S~t1CQ ~.0.6Y~1~ ~ Approval : Occupartcy : Walls : Roof : Stories : ~ ~ Arbzv" ; Elec[ncal License No : Company : . Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Apprcval: Mechanicai License No : Company: Expiration Date : Appraval: ~ Pfans ft.equired'~T . Pl~ns Required (i) Tnis Oermn was issueC in accorCance with the prorsions set forth in yopur acDucaGOn ana is suolect lo the laws ef tne Sa;e of Colora0o anC lo the 2oning Regulaaons anC Builtling Cotle o1 Nfieat Ritlge. Ccioraao or any oNer appuraoie orOmar.ces of the Ciry. (2) Tnis permrt snail expire d(A) the work aumonzeC is not commenceC vnNm sixry (60) Eays hom issue tlate or (8) L`.e bmlmr.g authonzetl is suspendeA or aoanaoneo lor a penaE of 120 tlays. - - (71 1/1his permrt expires. a new pemirt may De acquireE tor a fee of one•half the amcunt nortna,H redutred, pmvided ra Uanges nave Oeen or wll Ee maCe m Me onginal pians ana specifiwcions antl any 3us0ension or abanCOnment has noc exceedeG cr.e (t) year. It changes are maae or A suspension or aCantlonmenc ezceeCS one 11) year. lull (ees shall Ee paiE lor a new permit . (4) No work of any manner snall be tlone Nat wdl change the natursl Ilow of warer wusing a c:a:nage DroClem. (5) Contraccor snan no6ry the BuOEing Inspecror twenrydour (24) nours m aavance for an mspr.tons antl snali recerve wn¢en aoorovai on mspeaon wra oetore proceeanng witll successrve Ohases 0f NE jOb. 151 The rssuance ol a permR or the approval oi tlravnngs anE speuficaUOns snali net ee cons;meu ro Oe a Oermrt for. ncr an a;Frovai ol. any violauon of the prowsions a1 Ine ounamg codes or any oNer oramance. law. Me or regWanon. I / ~ zl~w Chief Building Ins ctor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEP BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . -r 7 tn CD p ~ ~ 0 ~ U ~ W 'Q ~n i *I N ~ A r * ~ ~ ~ ~ ~cj ~ I's~~ r r r/ rt M N M . J -Pil _ , - T , ~L ! ~ .r. 11 i `~~i ' ~ i ~ ~ 1 Y I vh ~ - loo;m I I a e ~a + S r 1M 1 i04oi .`I ~ 0 --L~ - N r ~wa[ f 17rM/ `rili P M1 Ai i7 uood Msa N - iZf i.la'R'~" ~ g ~ tl~J' l7W .41AM/9M► 31r1S OdrOV7a► ~ O~pM37Y70B Kll~il~Sl7~~lf QwO Z ~ i I 1 11 Y~ ~ ~ Rigi ~ • * ~M~► r ..a • a M h 11 M N ~ N ^ "a ~ ~ • rtevisions: 5/1 En I e. -6 Ea. ~ -i I r ia• . , as~ 2 ~ i I . 2._0. ~V I ALUM1NUh! CABINET WI7H 1/8" ALUMINL'M FACE. ROUTED COPY BACKED WITH WHITE FLE(. PAINT FACES & CABINr70 tvWTCH A #3530-49 BURGUNDY. ~i ~ : ~ • LOGOS: ROUTED S!-L1=E BACKED 4VITH NMITE PLEX L060 Ih1AGES TO EE #363049 BORGL'NDYVINYL. SUNDAY WORSHIF: 9:30 COhTE~JlPG'~tqRY I SUf~DAY SC.HOOL: ~NCE FRA~ 5:15 INFOft`~! I 10:55 TRPJ1710NAL 9:15 & 10:45 AgC ZERO CLEAFPAiV7 CA51NEf 6UR6UNDYTO MA?CH ~ UpPEft CABINET. PAIMf INNEA HINGED FRAME TO MATCH #3630-141 GOLD ~-Is Q t~ WHITE PLIX FACE WITH TRACK FOR 3 LINES Of 6" CHANGE COP'(. TRAGK ON TOP FOR A CLEAR PLIX - ' PANEL WITH #3630-49 BURGUNDY GOPY. PROVIDE CLEAR LEXAN COVER FACE OVER ,,r r ! COPY BOARD. KEY LOCK @ 2 POIKTS ALONG BOTTOM OF HINGEDFRAME. ALU"d!NUM FOLE COVER PAINTED BURGUNDY TO PAATCH CABWET. W41TE VINYL LOGO & COPY. DOL'E:E Fi+CF GiSPLAY -121LLUhi1N.471G':i SCA` E:1/2" = V_ti" r101sle xaG Owna/eoaftactw ts responsibk for 1ocatieBPiaMhi lIO0.t ffid W11SUqCdD$ IIDpCOVW11GRL4 2CCOIaIIl$ t0 dIC appmved plan and required developmeni standazds. The City is not responsible for inacciuate informarion submitted within the plan set and any conshvction CIfOTS LCSIIIttOg fcOlll It19CCU13YC lII{OI['1. 3S10I1. , Pkm NoW, Owar/ conhaetor ta responsibk fur Ixtlhg pioMtj tines ana consaucft ;mprovanzu aoemd8 m me approved ptan aad nquined develpment shaadmdt The City is not responsibk for inaxaeate infocmation submiued within the plan set and mry constructioa C[f0[S (esulf1Lg ft'OID It19CC1![2tC 111f0IID9t1014 Voltage: Verified by: Date: Client Approval: Ciient: WHEAT RIDGE UNITED METHODIST CHURCH 7530 W. 38TH AVE. Account Rep. D. RAMIREZ Date: 4121/99 Drawn by: J. KING Scale: NOTED G€ardora 5:gn AYsual Pcoducts Company 2930 West 9th Avenue Denvec Colorado 8G204. 303-625-6127 / fax: 303-629-1024 E-Mail: Gcrdonsign@aol.com Drawing # 10-02046-D C`This design is the exciusive prop?rty of Gorden Sign Co ipzny and canno; be raproduced either in wole or in part wfthout ineir con: ~nt. -ri Gordon 56,n Cor.pany wiil er.Ceever te clcz,.7 n,=r:h c'.rs. inc1,_~; FAIS ~~IC,s ~'z'- specifieC. We nnncl r:.: :eu eaact matches due ro va i compaEbili ot suAzce ma7uexls end air's use . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 7 ~ • ~ ~ 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: Ze« ,;P,.~ Fl-' e_~ You are hereby notifiesl to correct the foregoing violations. When corrections have bee~m,ade, call for inspection. Date Builtling Dept. DO NOT REMOVE THtS TAG FORM WR6-22 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9168 ` BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE Date : 7/12/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address: 7530 W 38TH AVE Contractor License No. : Phone: 422-3459 Company : Phone : 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 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $25.00 Total: $63.75 Use: Description : remove 1/2 of length of wall between 155 & 154, make 6' of door opening between 154 & 153 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: DM Approval: Occupancy : Walls Okay, no electrical, plumbing, mechanical part of permit Roof Electrical License No : Company : Plumbing License No : Company: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (7) This permit was issuetl in accordance wifh ihe provisions set forth in yopur application and is subJ'ect to the laws of the State of Colorado and to the Zoning Regulations antl Builtling Code of Wheat Rid9e, Coloratlo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) tlays from issue date or (B) the building au[horized is suspended or abandoned for a period of 120 days. (3) If ihis permit expires, a new permi[ may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will6e made in the original plans antl specifcations and any suspension or abantlonment has no[ exceeded one (i) year. If chan9es are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permif. (4) No work of any manner shall be tlone that will change the natural Flow ofwater causing a dreinage pro6lem. (5) ConVactor shall notify the Building Inspeclortwenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of [he job: (6) The issuance of a permit or the approval of drawings and specifcalions shall not be construed to be a pefmi[ for, nor an approval of, any violation of the provisions of the 6.uiltling cotles or any other ordinance, law, rule or regula[ioa . yw_ Cfiief`B iidingjnspector DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : . BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : ' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner: 910ea'71~, /Gf ole alzm9lv Property Address : f]5 ~ ` /~,Q Contractor License No. : Company: wl /c~ .2Llf"G'v Phone : C06- ~ PiE,w~ Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : b B Q.~. S%~ f hereby certify that the setback distances proposed by thts pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of V✓heat Ridge or c PerfT11t F20 covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this Use Tax application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ord'nances, for work under this pe rt. Total : (OWNER)(CONTRACTOR) SIGNED ATE_q( US2 Description / ~q~• BUILDING DEPARTMENT USE ONLY S I C tS.g. Ft. : Approvai : Zoning RECEIVEO Approval : AJ q 2kci, P1d01b, YY7zok il d~lL 0 81449 71 . . . . . , . Approval .5. Occupancy : WaIIs : Roof : Stories : esidential Units Electrical License No : Plumbing License No : Mechar 6' Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the Sta[e ot Colorado and to the Zoning Regula[ions antl Building Cotle of Wneat Ridge, Colo2do or any oNer applirable ortlinances of the Ciry. (2) This permit shall expire N(A) the work authonzed is not wmmencetl within sixty (60) days from issue date or (B) the builtling authorized is suspended or abantloned for a periotl of 720 daya (3) If ihis pertnit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have heen or will be made in the onginal plans antl specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment euceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done thatwill change the natu2l flow of water causing a tl2inage problem. (5) ConVactor shall notiry the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection card betore proceetliing with ccessive phases of thejob. (6) The issuan ~a p rmit or approval of d2wings andsp~ecifptlons shall not be consWed to be a permit for, nor an approval of, any viola6on of the Orovisions ofNebuild d erordinance,law,ruleor reulatlon. WHEAT RIDGE United Methodist Church July 7, 1999 Darin Morgan Codes Administrator City of Wheat Ridge 7500 W. 29'h Ave. Wheat Ridge, Co 80033 Dear Mr. Morgan: Inclosed are the 3 copies of the blue prints that pertain to the 2 wails that we are going to modify. I have numbered them for ease of reference. Wall #1 is located between rooms 155 & 154. Wall #2 is located between rooms 154 & 153. Regarding wall # 1; We are removing'h of the highlighted wali running from the outside door toward the sinks. This is will effectively create one large room (154/155) that wiil house 29 bodies. Remodel instruction are covered in Meritt Smith's letter, bullet #1. Work has already begun on this wall and will be completed in approximately 1 weeks time. Regarding wall #2; We are cutting a 6 foot door way in the center of this wall and inserting an accordion door. We are aware that this will not create a large mega room but it wiil allow for ease of movement and supervision of children between rooms 154 and 153. The State of Colorado will re-licence this room in August for approximately 10 persons at the current 35 square feet per person. Remodel specifications are covered in Mr. Smith's letter - bullet # 2. I will take a copy of this letter, Mr. Smith's, and the blue prints to the Wheat Ridge Fire Department on the same day as delivery of this letter to you. We need to apply for a Work permit and I will check on that immediately before continuing work on wall # 2. Thank you for your time Terry Weimer Director/Children's Day Preschool 7530 West 38th Ave n Wheat Ridge, Co. 80033 ■ (303) 422-3459 ~ June 15, 1999 Board of Trustees Wheat Ridge United Methodist Church 7530 W. 38"' Ave. Wheat Ridge, CO 80033 Re: Remodel of Classroom Walls in the Education Building Ladies and Gentlemen: NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS 88 STEELE STREET SUITE 200 DENVER,COLORADO 80206-5719 (303) 377-2732 (303) 377-4573 (FAX) At the request of Mrs. Terry Weimer I have reviewed the existing building structural drawings, which were prepared under my supervision, to determine the acceptability of removing certain partiGons between classrooms as required by the State of Colorado for child care facilities. My review has produced the following infortnation:. All pr any portion of the wall running north-south belween the 2 south classrooms (154 & 155) may be removed without affecting the structural integrity of the building. a a The wall running east-west between the 2 west classrooms (153 & 154) is sening as a part of the wind and earthquake resisting system of the building and therefore cannot be removed in its entirety. It would be acceptable, however, to cut a double door opening 6'-0° wide by 8'-0° high in the middle of the length of this wall without significantly reducing the structural ability of the wall to resist wind and earthquake forces. The trimmer studs for the opening should be nailed to the existing full height wall studs and the header for the opening (2-2x8) should bear solidly on top of the trimmer studs and be nailed to both the trimmer studs and the existing full height wall studs. I hope these modifications wili prove adequate to satisfy the new requirements of the State for child care facilities. Sincerely, Neujahr and Gorman, Inc. Consulting Structural Engineers By: Reviewed By: Merritt E. Smith, P.E. Stanley G. Neujahr, ~ a I O51 ~ I r ~ _62 ti 2.6" . 37" 5. : ~ w ( N t44.• - tEll 6~ ~ m ~ ~SROOM v = ITRY RT ~ I A4 7 l00 0 rv I N ~ . ` i ~ ' 8O.0., Z.e. ' ~ ~ z'a" ,e•~-~~s•. Z.B.. ~ r 6 - - t I r ( I I N , 3.4~~ ~•0~~ 3 112" 65 ~~OER STqIRS io " ❑ m _ ~ N ASSROOM m N ' iq N h ~ _ ( . Y m F ~ w 70 . ry ~ ZJ ~ 71 m 10'6" 2••5'9-l/7" V T ~ M1 a - - - ~ - -1 - - - - - ~ m _ N u , ry ~~QY I > 127-1/2" 13.0" . ~ ~ ~ - m m i , ~ I I N ~ n I I I I 1 ~ N '2' Z'gn 5.8~1 z.gn 5.8" 'jn ;3 'l' v 5..8~~ '1'g" S.eu. Z•gn 5.8~~ 'j'g^ I~ I, I I I I M1 1 2 I 2 g ' 6 BLDG. SECT ION I I I I I I I I I 1 3"0 -1/2" I I i I I I ~ I ' 21"8" 1 / i , j 12'4-1/2" 15"11-1/2"l I Ze,e„ 1 I June 8", 1999 Darin Morgan Codes Administrator City of Wheat Ridge 7500 W. 29'h Ave. RE: Removal of ground floor walls Dear Darin Morgan, This letter is to confirm and inform you of my understanding of what is required of us. We are proposing to remove'/z of the north/south wall (a) running from the jog or counter wall to the door. This will allow us to use this space as one room and have a total of 29 bodies after the completion, at a rate of 35 sq. feet per body. In addition we will now knock out'/2 of the East/West wall (b) of the other adjoining room to add an additional 10 persons. I understand that we need to provide you with a letter stating whether or not these walls are load baring and if there will be any structural changes. I understand that if these are not load baring walis no columns will be necessary. I will be presenting these proposals to the Board of Trustees on June 15th. They have asked for a copy of the specific Uniform Building Code that applies to the removal of the wall by half and the space requirement. If there are any changes, I need to be informed prior to that. Our completion date needs to be Aug. 1, 1999. Thank you for your time and consideration. Sincerely, Terry Weimer Director of Children's Day Preschool and Kindergarten 7530 West 38th Ave ■ Wheat Ridge, Co. 80033 ■(303) 422-3459 I ~ N 7 . ~ X Vo10 R S7AIRS 12'B" ~ ~-3-1,2' I' l,.Q,. A ~ _ N C SSRnt]M ~ 11 J _ 12'1t-V2" io , CL1 ~ ~ ~ v a ~ . ~ Ot/L%J,$. I I na ~ r - V T r A$SRQQM 'C-c,%7 t~. 1 A) PkjA,-~c-_`- q -12p Lfx~)-4Ap7j,` Ar 00~ er- c,~ uO /-~k r~,- 1 .~R~ r.; z Cm;:v-rok nks'; . , C X4) r Pz-)'l t)~, ~ 5'91, ~ 2'gJ 2•8" lLiv;-t-Z- 7-b C~'au laD ~I N ~ ~ ~ m N m V- N Cn in , ~ N I N ~III ►I WHEAT RIDGE United Methodist Church ~ I June 22, 1999 Darin Morgar. Codes Administrator City of Wheat Ridge 7500 W. 29" Ave. Wheat Ridge, CO 80033 Dear Mr. Morgan: As per your request, I am sending you a copy of the letter from Merritt Smith. If you need the actual letter with the raised seal, I can provide that in person. I am still pending a letter from you regarding the actual codes that are affecting us. We are going to proceed with our remodeling on or about July 1. Thank you, v J Terry Weimer, Director Children's Da;; F:escho:;l./ vn3e:garten 7530 West 38th Ave • Wheat Ridge, Co. 80033 • (303) 422-3459 ~ June 15, 1999 Board of Trustees UVheat Ridge United Methodist Church 7530 W. 38"' Ave. Wheat Ridge, CO 80033 Re: Remodel of Classroom Walls in the Education Building Ladies and Gentlemen: NEUJAHR AND GORMAN, INC CONSULTING STRUCTUflAL ENGINEERS 88 STEELE STREET SUITE 200 DENVER,COLORADO 80206-5719 (303) 377-2732 (303) 377-4573 (FAX) At the request of Mrs. Terry Weimer I have reviewed the existing building sUuctural drawings, which were prepared under my supervision, to determine the acceptability of removing certain partitions between classrooms as required by the State of Colorado for child care facilities. My review has produced the following information: . All or any portion of the wall running north-south between the 2 south classrooms (154 & 155) may be removed without affecting the structural integrity of the building. • The wall running east-west between the 2 west classrooms (153 & 154) is serving as a part of the wind and earthquake resisting system of the buiiding and therefore cannot be removed in its entirety. It would be acceptable, however, to cut a double door opening 6'-0° wide by 8'-0° high in the middle of the length of this wall without significantly reducing the structural ability of the wail to resist wind and eaRhquake forces. The trimmer studs for the opening should be nailed to the existing full height wall studs and the header for the opening (2-2x8) should bear solidiy on top of the trimmer studs and be nailed to both the trimmer studs and the existing full height wall studs. I hope these modifications will prove adequate to satisfy the new requirements of the State for child care facilities. Sincerely, Neujahr and Gorman, Inc. Consuiting Structural Engineers By: Reviewed By: Merritt E. Smith, P.E. Stanley G. Neujahr, F \4 E5-Fl C[ t,; = tV \ i 23J:„ I Da:in Morgzu; Coues Administrafor City of NVreat Ridge 7500 W. 29" Ave. Wiieat Ridge, CO 80033 The City of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge June 24, 1999 Terry Weimer, Director Wheat Ridge United Methodist Church 7530 W. 38`h Avenue Wheat Ridge, CO 80033 Re: Pronosed Basement Remodeling Project Dear Mrs. Weimer, I have reviewed the letter from your engineer, opening only a 6-0" opening in the wall would not classify the two rooms as one. As I stated before, at least 50% of the wall must be open to be considered as one room and not two separate rooms. If you would like to continue with the remodel you will need to submit three sets of plans, drawn to scale and showing all proposed and new work to be performed. You will also be required to submit one set of plans to the Wheat Ridge Fire District for review and approval. Please note that consriuction cannot commence until all plans have been approved and a permit has been issued. Also please be aware that the Fire Mazshal that will review the plans is out of the office until July 8, 1999 and his review will not be able to be done until he returns. Should you have any further questions or comments please feel free to contact me at 235- 2853. Sincerely, ~ Dann Codes Admi istrator cc address file Dave Roberts, Wfieat Ridge Fire District (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 May 7, 1999 Children's Day Preschool and Kindergarten c/o Terry Weimer, Director 7530 W, 38'h Ave. Wheat Ridge, CO 80033 RE: Basement wall removal Dear Mrs. Weimer, The Ciry of ~~OF W HEqT~o GWheat GRidge C'°IoRaOo This is in response to your letter dated May 5, 1999. The occupant load for the room will be a maximum of 29 if it is two separate rooms or one big room, the removal of the wall will not increase the number of students allowed. A building permit will be required for any structural changes to the building and will be required to be stamped by an engineer or architect. A verification letter will be required from a structural engineer if the wall is considered as non-structural. Should you have any further questions or comments please feel free to contact me at 235-2853. Sincerely, Darin MorgaV~ Codes Administrator cc address file (303) 234•5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 C'HtO.i)REM'S DAY PRESCHOOL & KtNDEf3GARTEN WHEAT RIDGE UNITED METHODIST CHURCH 7530 W 38TH AVE WHEAT RIDGE, CO 80033 May 5, 1999 Darren Morgan This is to help update you on our progress regarding the use of the two Sunday School rooms that we currently use for preschool. We would like to do as little as possible to the wall in question. I would like for you to note the minimum footage that we will need to remove. The next question is whether it will be necessary to install the 2 columns. I am concerned that if we install the columns it will then require us to pad them for safety. As we complete our work I would like to know if there will be any addition to the number of bodies that can be housed in the "one room" affer the removal of the wall. I appreciate all of your time regarding this issue, We plan to correct our problem before Aug, 1 St Sincerely, 0 Terry Weimer A'26~ ~ 6D - t" I. N ~ VtlID Ln 3,4, • UNDE.R S7RIR5 m „~y U v- ~Rlif+ ARP- N ~ N 6.O.. 2" . ~ N iGS . RP, Akad zi- V T MM-OFH L-5lsZ~! _ 13•0a R~SRQQM ~ ~-P~ Uo ~ ~~6zn e~- f~ v~~ I ivs ~y x~!6 L 2*8" C 2'8" ~ b•8„ ~ 2•8~ ~ 1 4 w m N 00 ~ ~ N m N Ln ~ ~ ~ Colorado Department of Human Services Drvision of Child Care 1575 Shersnan Street, First Floor Denvet, CO 80203-1714 REPORT OF INSPECTION Page / of / License x: -4 D.&.3 Name of Facility: I Address: 2 City: Zip Code: g V D?3 Counry: Purpose of Visit: ~Oll~n A-W A/94M ~.b LL~~AA}-f (l G~ Department Representative: ~ M'AA 8~ Date: 99 Person Interviewed: Title: a..n,....:....:to...~ .,,P.v ,.hqP,ve<1 and are violations of the rules regulating these facilities: ~ ~ ~~~-p~ r ' th h ' l ~ ~ •O -a ..,,+.«o., ~.p '~ptinn nf the-rn~(jqp.p~ee ' a IOtls'br ~,_~.__._..,..__---------j ave any pro ems comp e orreeHonsfiyth*s'date;-I'w`il~-~esp""~ ;n writin~ If you feel a regulation presents undue hazdslup or that it has been too stringently applied, you have a right W appeal (see 7.701.13 in the General Rules for Clvld Care Facilities). 615-82-16-9993 (Rev. 12/94) Title and Position: _ _J ~7,.~.~~~-;r€ _-r;~ ~c~-~~ p ~",r ~ ° p~ r~ d'-B~2.K;..-~E.~`"f'~~"`~~+8'^")`. P~`~ ~ ~ ~7"~~~~' , ~ ~ ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2773 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/19/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7530 W 38TH AVE Contractor License No. : Company : 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 ayree 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) Description : 12SQ FT FREE STANDING SIGN Phone : 422-3459 Phone : Construction Value : $200.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $5.00 Total: $20.00 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: mmom (1) 7his pertnit was issuetl in acwrdance with the provisions set forth in yopur applica6on antl is sub1'ect to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permil shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authonzetl 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 amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (i) year, full fees shall be paid ior a new pertnit. (4) No work of any manner shall be done that will change the nalurel flow of water causing a dreinage pro6lem. (5) Contrac[or shall notify the Building Inspec[or hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspec[ion cartl before proceediing wiN successive phases of the1'ob. (6) The i;.yuance of a permit or the approval of drewtn9s antl specifications shall not be construed to be a permi[ for, nor an approval of, any violation of the provisions of t~ uildin codes or any otherordinance, law, rule or regula4on. ~ ief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WH€AT RIDGE, CO 80215 Property Owner : 6fI17(f 2/ ClLG( vL' ~ PropertyAddress: r/S30 U). 3P Phone : Contractor License No. : SG~~ `elul~`-c~ S~cce ~~'eS CLipO~ P/~i/~nCt~~ylf<!/'~J . Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbaek distances proposed by this pertnit application are accurete, and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or resMctions of record: that all measurements shown. and allegations matle are accurate; that I have read and agree to abide by all conditions pnnted on this application, and that I assume full responsibility for compliance with the Wheat Ridge Buiiding Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work untler this pertnit. (OWNER)(CONTRACTOR) SIGNED_Jl!LLq~ ATE~',~~~~~/ 7l0 Desr.riotinn • i_,:2 ifl tilgi. ,.I ~ ~I u~1u( 3 ia~- Approval : Zoning : ~ B.a-i1114152:~....~~ Approval : Approval : Occupancy : Walis Construction Value : Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Roof Stories Residential Units : Electncal License No : Company: Expiration Date : Approval: ~ Plans Requlred'~ i Plumbing License No : Mechanical License No : Company : Expiration Date : Approval: A- Pitfns Required Company: Expiration Date : Approval: .1 ~ P;(Sns: ItBquitB?t~ (t) This permit was issued m accortlance wrth the pronslons set forth in yopur aoGicaUOn antl is subject to the laws of the Slate of Colo2tlo anC ro the Zoning Regulations antl Building Cotle of Wheat Ritlge, Coloredo or any other applicable ortlinances of the Ciry. (2) This permrt shall expve d(A) the work authonzetl is not commenceG wM1hin sixry (60) days hom Issue tlate or (B) the builtling authonzetl is suspentletl or abantlonea for a penotl of 120 Gays. (3) If this Oertnd expires, a new permit may Oe acquiretl /or a fee of one-hal( the amount normally reQuireQ provitled no changes have been or will Oe matle in the onginal plans antl specifirations and any suspension or abantlonment has not exceetleC ane (1) yeac If changes are matle or if suspension or abantlonment exceetls one (1) year, tull lees shall be paid tor a new permR . (4) No work of any manner shall be tlone that will change the natural Oow of water causing a tlrainage OroDlem. (5) Contractor shall nohry the Building Inspector M1venry-(our (24) hours m atlvance for all inspecuons antl shail recerve wntten approval on inspection wrC before Oroceetlnng with successrve phases of the job. (6) The issuance of a permit or the approval of tlrawings antl specifications snall not be construea to be a permrt lor, nor an approval of. any violation of Ne pmvisions of the builtling cotles or any other ortlinance, law. rule or regulation. Chief Building inspector n(~,av,;ua For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ ~ f _ . _ . . . . .-e.. ,k . y - . . . . _ ~ _.4 ` . . . . . ~ ~ . . . . . , . g~ k,~ 1 ♦ t~ [C I ; ~ ji~ ~ ~ ~ . . . " _ . . . . . . . ~ s~ ~ ~ . . . 3lu . ~ ~ . . F - - ~ , . <_~-ag!aa~^ . -7~ ~ . _ . . . . ~ . . _ . Z . .i ° a S- k P : - 5 ~ ( . . ~ ~ ~ ~ . ~ a ' ..f . . . . , . ~ . . . . . . ; . _ ; , i ~ . . aj ~ ; . . . . . _ . . Y~ . . . . . . . . . 3~XA t V 2 . . . . . . 4 . _ . . . . 0 yY d ~r ~ . . L.f~ 4±.~~ ~ .'i.. yi i ~ • INSPECTION TICKET~ 9S~ d Joe ADDRESS . DATE: 3BLDG. PEM IT# ~ PERMITN BLDG. DATE INSP. TYPE OF INSP. INSPECTION MADE ~ , REMARKS ✓ . W.R. FORM 8-19 ' l ~ --za:.01 - P~ - 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 : 95-243 Date :2/2/95 Property Owner: Property Address : 7530 38TH AV Contractor License No. : Company : Phone: 422-3459 Phone : 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 Ciry of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide bY all conditions printed on this 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_ ~S Description : SHED WHEAT RIDGE UNITED METHODIST CHURCH BUILDING DEPARTMENT USE ONLY ondmmmmmm Approval: GM 02101195 Zoning : RC Approval : JE 02/02195 Approval: Occupancy : Walls MINIMUM SETBACK REQUIRED IS 5' STORAGE ONLY Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval'. - 11010M' NIM`e`~~~ Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Construction Value : $0.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Expiration Date : Approval : (1) This permit was issued in accortlance with the provisions set forth in yopur application and is subject to Ne laws of the State of Coloratlo and to the Zoning Regulations and Buildin~ Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixry (60) days from issue date or (B) the buildin9 authorized is suspended or abandoned for a period of 120 days (3) If this permit expires, a new pertni[ 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 and specifications and any suspension or abantlonment 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 done ihatwill change the natural flow of water causing a drainage problem. (5) Cont2ctor shall notify the Building Inspectortwenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wiih successive phases oFthejob. (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 ihe provisions of the building cotles or any other ordinance, law, rule or regulation. /SZ j ci (~J Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPEMENT Application Number BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ cyurd Property Owner : ~/j//C~~ '~1; L~l~ /d,,,'7~ed/ h7 a Phone : 3 `f S°' Property Address : 7 L3D GY 3 Ath Q~e ea'f~,~~~ Cm. ~0033 Contractor License No. : t-j `L 3 1f? S Company : 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 coverlants, 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 Fjidge ordinances, for work under this permit. (OWNER)(CONTRdCTOR) Description : C Phone : Construction Value : Permit Fee : Use Tax: Total : ~ Approval: Occupancy : Walls : Roof : Stories ; Residential Units : Electrical License No : Plumbing License No : Company: Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : a ~aa~F; e'6yuQ~; _ ~ ~I'.lans~lze~lu~~e~l~r ~~1 - - (1) This pefmit was issuetl in accortlance with the provisions set forth in yopur application antl is subject to the laws of ihe Slate of Colorado antl to the Zoning , Regulalions antl Building Code of VJheat Ridge, Coloratlo or any oUer applicable ordinances ot the City. (2) This permd shall expire it (A) the work authorized is not commenced within sixty (60) days from issue date or (6) the building authorizetl is suspentletl or abandoned for a period of 120 tlaya (3) If ihis permit ezpires, a new permit may 6e acquiretl for a fee of one-half the amount normaliy requiretl, provided no changes have been or will be made 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 ezceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the nalural flow of water causing a tlrainage problem. (5) Contrador shall noliry the Building Inspector hvenry-four (24) hours in advance for ail inspections and shall receive written approval on inspecfion card bekre proceediing with successive phases of the job. (6) The issuan o a permi or ihe appmva drawings and specifications shall not be constmed to be a permit for, nor an approval of, any violalion oHhe. provisions of the buil g es o ny other ordina e, law le or regulatiort . Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION d1 S d> ~ G" ~ ~ ~ ~ ~ ~ ~ S I ~ i S ~ ~ ~ c> ~ -4, p ;~;~~E -Y, ~2 ~ sZ % / ~ . ,a , ~ a ~ j ; y . ~ i . . ~ . . . . . . . . . ~ . .y, . . . . _ . . . . . _ . . . i ~ S . . . . . . . . . . . . _ . . . . . . ~i q~ . . . . . . . . . . . . . ~ . . . . . . . . . % ~ 3 . . . _W,..~..,,.,.,............-,_.......:..,........4--r.~r.r.--.•~~ ! f p v ~ Ccs o it ox~ Goak bo>c ~ -`~~~acak4e G~s; ~t ) 1+,vle VK~ yk:.\ 3 Y. Ik0^~^~.EF~ 'b ~i~1~.417 r` 1~ik . ~ . . . . . . . . 3LE~~ ~ . . 101 m Public tervice& Tuesday, January 24, 1995 Plat No.: 3-2118-158 Grid No.: 090/470 Wheat Ridge United Methodist Church 7530 W 38th Avenue Wheat Ridge, CO 80033 ATTN: James Jordan Deaz Mr. Jordan Public Service Company of Colorado 2707 W Jth Avenue Denver, CO 80204-47 74 Document No. 175723 Reference is made to your proposal to encroach into the 10 foot utility easement along the west side of the church property, being Lot 3, United Methodist Church Minor Subdivision, City of Wheat Ridge, Jefferson County, Colorado (known and numbered as 7530 W 38th Avenue). Please be advised that we have reviewed this request at the site and that we have no objection to the proposed shed encroaching into the utility easement. Your are further advised that all risk and responsibility for this encroachment is unilaterally that of the property owner. As it appears from our records, there are existing overhead electric facilities in this viciniry, you aze reminded to maintain a minimum of ten (10) feet cleazance between the lowest electric conductor and the highest part of the structure. Please note that the existing shed adjacent to the site of the proposed shed was permitted by a letter of encroachment from PSCo, document number 175280, dated July 14, 1989. An additional copy of this letter is enclosed for the City of Wheat Ridge or Jefferson County, as appropriate. Sincerely, ~ I~ Paul Kellogg, PLS, Siting and Land Rights Agent for and on behalf of Public Service Company of Colorado Enc. ' Building Permit Permit Number 19102 ~ CITY OF WHEAT RIDGE 8/16/2005 7500 West 29TH Avenue Wheatridge, CO 80033 lOSpeCfl017 LIOB . 303-235-2855 ei~~VmsbtWy° 1 303-234-5933 Commercial Electric PROPERTY 7530 38th av Unit: owxER: United Methodist (303) 668-6048 .:Description. . . . . . . . . : : "Install 5 exit lights and 4. emergency lights frog eyes ' . . . . FEES ' Fees Due Paid Use 7ax $1620 $1620 Permit Fee $46.43 $46.43 Total Fees ' $62.63 $62.63 . ('nNTRAFTnRS . . " . . . Name License # Phone Noble Electric Com an Ina ' 21359 303 668-6048 Units: -0ccupancy:,a-2 Walls: Roof: Stories: Sq Feet 0: IM1¢rehycerti(ytM1a[thesethackdistancaproposedbytM1is¢ermltapplieationareeccuratqandtlomeviobfcappticeLleordinancu,rulesarregWationsoftLetity of . . WM1ea[ Podg nanb eas ts ai mshictious af remrd; fh t II ammme fs sl own, and ail getlovs made are a cvnre, that I have evd and agree ro nbide by . elicandi onspnntedonthuapphca[ion, ~dthetlasmme.fWl p sbiliryfor compliance WheatRitlgeB JdingCotle(U.BC) nda thervppLcable Wheit S rdin(ntts,forworkunde hisPermie . ~ S O CTO . . . . S IiE DATE . . . . . . . 1 This pemri[ was issue accordnuce wi[h tM1C prov6lons se[ forth iu yaur appiiaaflon and is subjecf ro[he hws oftM1e S[z[e o(Colondo and to [hc Zoning . . ~ RegWatlam andBuil gCodeo(Whea[Rldge,COloredooreoyofherappticableordinencuottheCiry. . 2 ~Thispem~itsM1allexireif(A)Weworkaa[hor'aedisnouommencedwiNins&ty(60)daysfmmume.deteor(B)fhebuJdingauNOrizedksospmdedor . abaudovedforaperiotlot120dayx 3 'I(thispermltexpires,auewpermitmaybeacqu'vedforafttotonaM1al(Nemmunfnormailyrequved,providednochangeshavebeenorwi06emvdemthe. onginalplensvndsyedfcationsandanysuspmsianora6andonmen(hasmtnceededane(1)yeer.Vchanges.aremsdeorifsuspcnsianorabantlonment . ezceedsone(1)yeayfiJlteesaFalibepeidfarane.vperoue . G .Ploworkofanymannershv116edonetM1atwWChnnge[h<uamrnlilowofwatucausingatlrninvgepmblem: 5 '.COVtractoreM1allnotlfytheSuJdivgTvspecrortwenry-6ur:(2J)haurainetlveviceforallinkpecriansandffielirecervewrittenapprovalonivspeetloneardbeforcpmceeAingwttFSOCCasivephasesofthejob. 6Theissuanceotapermitortheapprovaloftl specificetiamsM1allnotheconstruetlmbeapermiHaqnoranapprovalof,vryriolationofthe . ' 'Provtvi fthgbuiidingrodes.oran nc;Inw,rWeorre8ulahan I~~~~ . . ChieBuildiuglns . . ~ SIGNEDDATE . Tuesday, ~ ust 16, 2005 Page I of 1 . ~ 1~ullding r ermlt ~ . ~ PermitN , ~ . . . 17102 CTTY OF WHEAT RIDGE 8/16/2005 ~ 9500 West 29TT-I Avenue . Wheatridge, CO 80033 ~ • Inspection Line ~ 303-235-2855 - . ~ ~ GiyatVM~aatxdge 't ~ ~ ~ 303-234-5933 ~ Cornmercial Electric PROPERTY 7530 38th aV Unlt: owtvER: United Methodist (303) 668-6048 . . ~ Description . ~ . ~ ~ . . . . . . . . InstalLS exit lights and 4 emergency lights frog eyes . ~ ~Authorized By ~ BuildingRpproval . . . '.Zoning Authorized On 8/1612005 Approved By croot t Tuesday, August 16; 2005 ~ . . . : ~ . . ~ . ~ ~ ~ ~ . . . ' . Page~l of 1 . ~ ~ . ~ . . . ~ . ~ . COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: OF WHEqTP gUILDING INSPECTION LINE -303-234-5933 . Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°`°R"°° APPLICATION Proper[yOwner: e-A* IST~{.CltufG~ Or (,.~'lL'a~rtQc)~ Property Address: 2~ 3o cz) O' kPhone: Contractor License No.: 213 ` Company: k1hhIP. Phone:~j- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 8uildina Dent. Va/uation Figure: $ Nis pemit application are osed b t the setback distances tif th ro b y p p y cer y a I here accurete, and do not violate applicable ordinances, rules or regulations of the City of V3lUC:$ W heat Ridge or covenants, easements or restrictions of record; ihat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this applicafion and that I assume full responsibility for P1driReV1CWF88:$ compliancewiththeWheatRidgeBuildingCode(I.B.C)andallolherapplicableWheat Ridge Ordinances, for work under this pertnit. Plans,subject to field inspecGon. ~ TaX: (OWNER)(CONTRACTOR):SIGN~,E~ ~!\f~/ /l. Zu , DATE ~ TOt21:$ Use of Space (description): - / Description ofwork: 1nS}4~' ~~1 ~,K~ 1-~.45 ~~L'~ G~,i,~e~ ceU1c~ l iSh~YS ~ J J Sq. Ft. added COMMENTS: Approval: Zaning: COMMENTS: Approval: W ORKS COMMENTS: Approval: BUILDING DEPARTMENT USE ONLY DEPARTMENT COMMENTS: Approval: Walis: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approvai: Approval: Approval: (t) This pemit was issued in accordance with the provisions set forth in your appiication and is subjed lo the laws of the State of Colorado and to the Zoning RegulaGons and Building Codes of Wheat Ridge, Coiorado oranyother applicable ordinances of the Ciry. (2) This pemit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building autharized is suspended or abandoned for a period of 180 days. (3) If ihis pemit expires, a new pemit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the originai ptans and specifications and anysuspension orabandonment 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 pertnit (4) No work of any manner shall be done that will change ihe naNral flow of water causing a drainage problem. (5) Contractor shall notlfy fhe Building Inspector Iwenly-four (24) hours in advance for all inspections and shall receive written approval on inspection prd before proceeding with successive phases of the job. (6) The issuance of a pemit or the approval of drawings and specifications shall not be consWed to be a pertnit for, nor an approval of, any violation of the provisions ot fhe building codes or any other ordinance, law, rule or regulation. fUl plan review is subJect to field {ospecHons. , Chief Building Official COMMUNITY DEVELOPMENT DEPT. ~FWX~T'PiQm Inspection Services Division (303) 234-5933 Inspection line (303) 235-2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ~tructural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: Gd ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have 6een made, call for re-inspection at 303-234-5933 Date: !574W~ Inspector: DO NOT REMOVE THISTICE I 41 City of Wheat Ridge / Residential Fence PERMIT - 081140 PERMIT N0: 081140 ISSUED: 10/01/2008 . JOB ADDRESS: 7530 38TH AV EXPIRES: 03/30/2009 DESCRIPTION: 6' cedar privacy fence 154 lin. ft CONTACTS owner 303/422-3459 United Methodist Church . PARCEL INFO ZONE CODE:UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ . FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,725.00 FEES Permit Fee 82.16 P1an Review Fee 53.40 , ti n l V l .00 o a ua Tota Use Tax 31.05 TOTAL 166.61 Conditions: Note: Owner/Contractor is responsible for locating proeprty lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting frominaccurate information. 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 wheaC Ridge ar covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that T have read and agree to abide by a11 mnditions printed en this applica ion and tkaC I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other app ic le W eat 'dge Ordin for work und ~ Ch1~s,permit,. P1ans subject to field inspection. M~ U~ ~Ud P~- ( Signature of contractor/owner date . 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and suilding Codes of Wheat Ridge, Colorado or any other applicable . ordinances o£ the CiCy. 2. This permit shall expire 180 days from the issue date. Requests for an exeension must be received prior to expiration date. An extensionmay be granted at the discretion of the Building Official. 3. Tf 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, fu11 fees shall be paid for a new permit. - 4. No work of any manner shall be done Chat 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 sha11 receive written approval on inspection card before proceeding with successive phases o£ the job. . . 6. The issuance of a permit or the approval of drawings and specifications sha11 not be construed to be a permit foi, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. A11 plan review is subt {t/q~ field inspections . ~ //<.U' . . . . . Signature of Chief aace INSPECTION REQiT-EST LINE:.(303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUSTBE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ oF W"E?TR~ City of Wheat Ridge Building Division Da=#:~/-q 7500 W. 29"' Ave., Wheat Ridge, CO 80033 ~ m Office: 303-235-2855' Fax: 303-235-2857 PlaInspection Line: 303-234 -5933 PeBuilding Permit Application Property Address: '7,5-3C7 (,a ~&i ) PropertyOwner(pleaseprin0:;;;,,,,4-,-A f1oj-tiaA.4- GlnJdcl.. Phone:3/ `I"ZZ~ 3y5°I _ I- Mailing Address: ('d different than property address) Address: 3270 CT city, state zip: ~Aiifkcud- ~,>~01v~~ ~C) ~ RDb~ ~ Contractor: ~ . 'DYl V~-cnM (C-- Contrector License Phone: SZ)7 N}0 7$c] tffi 12>0 3 1 Z 73 Liy ~ Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: ~ Approval: Approval: APProval: ~ ~ Construction Value: S I~YLS Use of space (description): T~PMCc~ ~ot Le- DBSClipf10I1 Of W01~C: nI (as plculated per fhe Building Valuafion Data sheeU U ~ G (C, P,~ G C~ ~ C)l.~-y^~-. Plan Review (due af time of submittaq: $ Sq. Ft./L.Ftadded: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify ihat the seibadc distances proposed by Mis permit application are accurate, and do not violate applicable ordinances, rules or regulaLOns of the City of Wheat Ridge or covenants, easements ar mstrictions of recortl: that ail measurements shown, and allegaNons made are accurate; that 1 have read and agree M abitle by all conditions printed on this appliration and ihat I assume full responsibility for wmpliance w'rfh Ne Wheat Ridge Building Code (I.B.C) and all other applipble Wheat Ridge Ordinances, for work under ihis permii. PWns subject to field InspecHon. CIRLCEONE:: (OWNER) (CON7RACTOR) or PERSONALREPRESENTAi/WNER) (CONTRATOR) SIGNATURE: ~ Date: oN240fT PRINT NAME: T~OYI ZONING COMMENTS: zonirg: Reviewer J 8 rueuc wowcs coMMenrrs: Reviewer: DEPARTMENT USE ONLY BUIIDING DEPARTMEM COMMEHiS: OCCUPANCY: Reviewer. FIRE DEPnRrMENT:: 0 approv¢d wl commenls ❑ disapproved ❑ no review required Bldg Valuation: $ City of Wheat Ridge Building Permit Submittal List The following dems a2 required forthe SIIIJIC- Of LWO f0tfllly building permit submittal forthe property located at . if any of the required items are not induded in ihe submittal, ttie submittal will be considered incomplete and reWmed immediately wifhout review. This sheet must be submitted with the building permB application. Please inilial beside each required item, signiTying ihat it has been induded. Review Required by: 0 Building ❑ Planning ❑ Public Works SUBMITTAI DOCUMENTS: Plans: ❑ Three (3) full-sized (24" x 361 pians (COntents otplans defailed in the Single- and hvo-family handout) - yellow heading ❑ Three (3) stamped sels of foundation plans. ❑ Three (3) copies of a grading and erosion wntrol plan. ❑ One (1) copy of a soils report. DOCUMENTATION: ❑ One (1) completed building pertnit application. ❑ One (1) property deed. ❑ One (1) certifietl survey or Improvement Loration Certificate. ❑ Proof of utility availability (form providetl by city). ❑ One (1) building permd submittal list. The following items are requiretl for the COMfI1BrC181 Or ITIIIIYI-f'dffllly building pertnit submittal for the property located at . If any of the required items are nol inGuded in ihe submittal, the submittal will be considered incomplete and retumed immedialety wifhoul review. If you had a pre-application meeting w'rfh SiafF, you must submR the chedclist you received. Otherwise, this sheet must be submitted with the building permi[ application. Please initiai beside each requicetl item, signiTying that ft has been induded. Review Required by: 0 Building ❑ Planning ❑ Public Works SUBMITfAL DOCUMENTS: Plans: ❑ Four (4) full-sized (24° x 36") plans (Contents of plans detailed in the Commercial & Multi-family handout) - pink heading ❑ Two (2) copies of a final drainage report and pian OR Two (2) copies of a drainage letter and plan ❑ Two (2) copies of a greding and erosion control plan ❑ Two (2) copies of a Vaffic impact study OR Two (2) copies of a Vip generation study DOCUMENTATION: ❑ One (1) completetl building permitappliration, ❑ One (1) property deed. ❑ One (1) certfietl survey or Improvement Localion CeAificate. ❑ Proof of utility availabiliry (form pravided by City). ❑ One (1) building permitsubmittal list. GL j-&a I - ~ ~ J~ S~ . e\~,,~yr`~ Cov\v('c7 s ~ . ~ ~ N w -y-&a I r- - ~ J~ ( ~ d ( P~~.•~yr I \0 Cov\UG~ ( S ~ w ~ ~ N Gv i-&a I - J~ i ~ ~ ~ C+ s I~ ~ N