The URL can be used to link to this page

Plans I • RECEIVED JUN 26 2013 �'∎ CITYOFTIGARD Date: June 12th, 2013 Claus,Pyle.Schomer.Bums a BUILDINGDNISION DeHaven,Inc.,dba Glaus,Pyle. Schomer.Bums&DeHaven.PC. Heather Drew Crown Castle 520 South Main Street, Suite 2531 5350 North 48th Street, Suite 305 Akron, OH 44311 Chandler, AZ 85226 (614) 859-1607 (480)735-6932 dpalkovic @gpdgroup.com Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Carrier Site Number: P063XC002 Crown Castle Designation: Crown Castle BU Number: 825028 Crown Castle Site Name: King City Crown Castle JDE Job Number: 219440 Crown Castle Work Order Number: 617568 Crown Castle Application Number: 178855, Rev. 8 Engineering Firm Designation: GPD Group Project Number: 2013775.825028.01 Site Data: 13680 SW Pacific Highway, Tigard, OR 97223,Washington County Latitude 45°25'14.04", Longitude -122°47'3.46" 100 Foot - EEI Stealth Monopole Tower Dear Heather Drew, GPD Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 552332, in accordance with application 178855, revision 8. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and the 2010 Oregon Structural Specialty Code based upon a wind speed of 95 mph 3-second gust, exposure category B with topographic category 1, and crest height of 0 feet. We at GPD Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: �._-_� Approved plans ��" Ykr= t'� shall be on job site. G�4/S�,miEk.. ;o CITY OF TIGARD I r -' •/� �� Approved.. .. ..[ ram � I Conditionally Approved, [ ] OFFICE COPY oil � Approved................. e Letter to:Follow •••• [ ■ ORE SON Att he .. �tunber: i > _ —d 13 P1 Ad. - •,• t�..G`' i� wL dr.. N. 4�A5,r By: Agi:•�v.. Date: ai� John N. Kabak, P.E. Oregon#: 85692PE EXPIRES: 4./30 1 a, Glaus,Pyle.Schomer.Bums&DeHaven Inc.,bda Glaus,Pyle,Schomer,Burns&DeHaven,P.C. 520 South Main Street•Suite 2531 •Akron,Ohio 44311•330-572-2100•Fax 330-572-2101•www.GPDGroup.com r Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 2 TABLE OF CONTENTS 1) INTRODUCTION • 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1)Analysis Method 3.2)Assumptions 4) ANALYSIS RESULTS Table 5- Section Capacity(Summary) Table 6-Tower Components vs. Capacity 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6) APPENDIX A tnxTower Output 7) APPENDIX B Base Level Drawing 8) APPENDIX C Additional Calculations tnxTower Report-Version 6.0.4.0 o Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 3 1) INTRODUCTION The existing 100' stealth monopole tower consists of six major sections, with the top four sections being connected with bolted flange joints at 68', 76', 84', and 92', and the remaining bottom two sections being connected with a slip joint. The top four stealth sections consists of two P4 XX pipe masts, one 4-1/2" solid round mast, and one 6" solid round mast, all of which are located within a group of concealment shrouds. The bottom two sections have an 18-sided cross section and are evenly tapered from 35" (flat-flat) at the base to 25.5" (flat-flat) at an elevation of 68'. The structure is galvanized and has no tower lighting. The stealth concealment shrouds were designed to shield the appurtenances from sight. The tower was originally designed for T-Mobile by Engineered Endeavors, Inc. of Mentor, OH in December of 2004. The tower was also originally designed for an 80 mph fastest mile wind speed with 1/2' radial ice (w/ 25% wind load reduction) and a 100 mph 3-second gust wind speed in accordance with the TIA/EIA-222-F standard and the 2000 International Building Code (IBC). 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 95 mph with no ice, 30 mph with a 1" ice thickness, and 60 mph under service loads, exposure category B with topographic category 1, and crest height of 0 feet. Seismic loads were considered using a substantiated analysis utilizing the TIA-222-G standard. Based on section 2.7.3 of the TIA-222-G standard the seismic effects may be ignored due to the earthquake spectral response acceleration at short periods (Ss) for this site being less than or equal to 1.00. The wind effects control the tower loading. Table 1 - Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) - t Powerwave 80 80 I 3 P65 16 XLPP RR Technologies 3 1-1/4 1 1 [ Pipe Mount[PM 601-3] Samsun g 3 RRH-C2A w/EXT FILTER ;Telecommunications 60 60 3 i Samsung RRH-P4 Telecommunications 1 ! Side Arm Mount[SO 102-3]j Notes. 1) Refer to Appendix B for the proposed coax layout. tnxTower Report-Version 6.0.4.0 s Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 4 Table 2- Existing Antenna and Cable Information 1 Center Number Number Feed Mounting Line Antenna Antenna Model of Feed Line Note Level (ft) Elevation Manufacturer 1 (ft) Antennas Lines Size (in) 96 96 3 I Andrew TMBX-6516-R2M 12 7/8 I 12 Andrew ETM19V2S12UB 3 EMS Wireless I RR65-19-02DP 88 88 12 7/8 6 Andrew I ETT19V2Al2UB 80 80 2 EMS Wireless RR65-18-02DPL2 6 1-1/4 1 1 EMS Wireless RR65-17-02DPL2 72 72 3 CSA Wireless PCSX065-19-A06 6 7/8 2 Radiowaves HP2-23 66 1 Trimble ACUTIME 2000 2 I Motorola PTP 58600 64 I 4 r Kathrein I 840 10054 3 1/2 Powerwave 20 5/16 64 1 Technologies P65-18-XXW2-R 9 Motorola I Vx DAP IN RF Module 1 I (Side Arm Mount[SO 102-3] Notes: 1) Existing equipment to be removed prior to the installation of proposed loading and not considered in analysis. - Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 96 96 3 EMS Wireless DR65-19-02DPQ 1 I 26"0 x8'AMS 88 88 3 I EMS Wireless DR65-19-02DPQ i 1 26" 0x8' AMS 80 80 3 EMS Wireless DR65-19-02DPQ 1 26"0 x8'AMS 72 72 3 EMS Wireless DR65-19-02DPQ 1 ( I 26"0 x8'AMS tnxTower Report-Version 6.0.4.0 L_ • Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01:Application 178855, Revision 8 Page 5 3) ANALYSIS PROCEDURE Table 4- Documents Provided Document Remarks Reference I Source Tower Manufacturer EEI Job#: 12215, Doc ID#: 3472523 CClsites Drawings/Specifications Dated 12/06/2004 Foundation EEI Project#: 12215, Doc ID#: 3485467 CClsites Drawings/Specifications Dated 12/19/2003 Geotechnical Report LSI Adapt Project#. OR03 10399, Doc ID#: 3472511 CClsites Dated 11/21/2003 Previous Structural GPD Project#: 2012861.98, Doc ID#: 3472512 CClsites Analysis Dated 09/25/2012 3.1) Analysis Method tnxTower (version 6.0.4.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and structures were built and have been maintained in accordance with the manufacturer's specifications. 2) The configuration of antennas, transmission cables, mounts, and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by TIA-222-G. 4) Mount sizes, weights, and manufacturers are best estimates based on site photos provided and were determined without the benefit of a site visit by GPD. 5) All member connections and foundation steel reinforcing are assumed designed to meet or exceed the load carrying capacity of the connected member and surrounding soils respectively, unless otherwise specified in this report. 6) At the time of the analysis, information on the stiffeners and their applicable welds for each flange plate in the stealth concealment section was unavailable and was therefore assumed based on experience with previous similar projects. 7) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package dated 06/03/2013 with any adjustments as noted below. a) Per the base level CAD drawing there is one extra 7/8" coax to an elevation of 59' inside the monopole shaft. This coax has been considered as abandoned and has been included in the analysis. This analysis may be affected if any assumptions are not valid or have been made in error. GPD Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-Version 6.0.4.0 . • Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 6 4) ANALYSIS RESULTS Table 5-Section Capacity (Summary) Section Elevation Component Critical P 4PPmlow % Pass I Size No. (ft) Type Element (K) (K) Capacity l Fail L1 I 100-92 I Pole I TP4.5x4.5x0.674 1 ( I 7.5 Pass L2 92-84 Pole TP4.5x4.5x0.674 2 M 28.3 Pass L3 84-76 Pole TP4.5x4.5x2.25 3 I 34.3 Pass L4 76-68 Pole TP6x6x3 4 I 25.8 Pass L5 68-32.79 r Pole TP30.75x25.5x0.1875 5 -9.89 912.69 33.7 Pass L6 32.79-1 Pole TP35x29.716x0.25 6 -14.58 1485.15 41.4 Pass Summary Pole(L6) 41.4 Pass I I I Rating= + 41.4 Pass Table 6-Tower Component Stresses vs. Capacity - LC5 Notes Component Elevation (ft) %Capacity Pass/ Fail 1 Anchor Rods T 0 48.9 r Pass 1 Base Plate 0 T 57.4 Pass T 1 Flange Bolts 68 25.2 I Pass 1 Flange Plate 68 61.8 I Pass 1 I Base Foundation I 0 � 19.8 I Pass -----7 I- Structure Rating (Maximum From All Components) = 61.8% 4.1) Recommendations The existing tower and its foundation are sufficient for the proposed loading and do not require modifications. tnxTower Report-Version 6.0.4.0 Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 7 5) DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated,erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members(above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report, and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. tnxTower Report-Version 6.0.4.0 A Crown Castle USA, Inc. June 12, 2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report-Version 6.0.4.0 e • 100.0 ft 8 ° ° DESIGNED APPURTENANCE LOADING o TYPE ELEVATION ME ELEVATION 92.Ott EEI 28-x 8'Light Duty AMS(Shielded 96 Side Arm Mount[SO 102-3] 84 Mast @ 961 840 10054 wl Mount Pipe 64 TMBX-6516-R2M w/Mount Pipe 96 840 10054 w/Mount Pipe 64 Q V N TMBX-6516-R2M w/Mount Pipe 96 840 10054 w/Mount Pipe 64 N 4 O e1 O e0 0 ■ v < TMBX-6516-R2M w/Mount Pipe 96 840 10054 64 (4)ETM19V2S12UB 96 ACUTIME 2000 64 64.05 (4)ETM19V2S12UB 96 P65-18-XXW2-R 64 (4)ETM19V2S12UB 96 (3)Vx DAP W RF Module 84 • EEI 26-x 8'Light Duty AMS(Shielded 88 (3)Vx DAP W RF Module 64 ° Mast @ 88') m 8 I 1 1 g RR65-19-02DP w/Mount Pi 88 (3)Vx DAP IN RF Module 64 ei n o PTP 58600 64 RR65-19-020P w/Mount Pipe 88 PTP 58600 64 RR85.19.020P w!Mount Pipe 88 HP2-23 64 • 8 ' .� 76.0 5 (2)ETT19V2Al2UB 88 - ° —HP2-23 64 e O �- (2)ETT79V2Al2UB 88 RRH-C2A w/EXT FILTER w/Mount 60 ° (2)ETT19V2Al2UB 88 Pipe a, 8 g ■g 8 c Pipe Mount[PM 801-3) 80 ___ RRH-C2A w/EXT FILTER w/Mount 60 r� ei m m P65-16-XLPP-RR w/Mount Pipe 80 Pipe ° P65-16-XLPP-RR WI Mount Pipe 60 RRH-P4 w/Mount Pipe 60 _ �2� -�7--$n_- 68.511 F385-16•XLPP-RR w/Mount Pipe W RRH-P4 w/Mount Pipe 60 n o n EEI 26-it 8'Heavy Duty AMS(Shielded 72 RRH-P4 w/Mount Pipe 60 Mast @ 72') Side Ann Mount[SO 102-3) 60 PCSX065-19-A06 w/Mount Pipe 72 RRH-C2A w/EXT FILTER w/Mount 60 PCSX065-19-A06 w/Mount Pipe 72 Pipe PCSX065-19-A06 w/Mount Pipe 72 - A MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A53-B-35 35 ksi 63 ksi A572-50 50 ksi 65 ksi TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. n m m + 8 2. Tower designed for Exposure B to the TIA-222-G Standard. gt o ' « g a., 3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to < increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft / 328ft ALL REACTIONS ARE FACTORED AXIAL gi 30 K gi m o g-, S SHEAR MOMENT 1 K/ J 47 kip-ft TORQUE 0 kip-ft 30 mph WIND-1.0000 in ICE AXIAL 15K SHEAR MOMENT 8 K 1 j 429 kip-ft ton m TORQUE 0 kip-ft I e £ REACTIONS-95 mph WIND " _, _ Y o s 1 M s" o o$ GPD Group lob King City-BU#:825028 /�j, 520 South Main Street,Suite 2531 Project:2013775.825028.01 PD GROUP Akron,OH 44311 Client:Crown Castle Dra" I'Y'sarmstrong'°p'd' Consulting Engineers Phone:(330)572-2100 ' TIA-222-G Date:06/12/13 Scale: NTS FAX:(330)572-2101 -Path:0:20132013775,82502801 anxTowen825028.en D"g No-E-1 • Feedline Distribution Chart 1'-100' Round Flat App In Face App Out Face Truss Leg • l0000_ Face A Face B Face C 10999 — 98.00 9x.90 92_00 92.00 O 6. 8800 88.99 84.00 84.00 80.00 80.00 76.00 7800 _ 7290 7200 8850 g 89.50 ---- - -- - - 84.00 --- - 84.00 59.00 5900 C 0 r 15 CD W _ W g o a 'n U o 32.79 $ 32.79 0 8.90 _ 8.0D • 1.00 1.00 GPD Group King City-BU#:825028 /�j, 520 South Main Street, Suite 2531 ProteCS 2013775.825028.01 GPD GROUP Akron,OH 44311 O11ent Crown Castle Drawn by sarmstrong^P'° Consulting Engineers Phone:(330)572-2100 Code: TIA-222-G Date.06/12/13 Scale: NTS FAX:(330)572-2101 Path:0:2013\2013775,e25Q28514nxTowurre2502e.10 o'"9 No'E-7 Job Page tnxTower King City- BU #: 825028 1 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron,OH 44311 • Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Washington County,Oregon. Basic wind speed of 95 mph. Structure Class II. Exposure Category B. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56.00 pct.. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals 'I Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification J Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice J Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 11 Use Azimuth Dish Coefficients J Consider Feedline Torque Use Special Wind Profile '4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ' ft ft fl Sides in in in in LI 100.00-92.00 8.00 0.00 Round 4.5000 4.5000 0.6740 A53-B-35(35 ksi) L2 92.00-84.00 8.00 0.00 Round 4.5000 4.5000 0.6740 A53-B-35(35 ksi) L3 84.00-76.00 8.00 0.00 Round 4.5000 4.5000 2.2500 A572-50(50 ksi) L4 76.00-68.00 8.00 0.00 Round 6.0000 6.0000 3.0000 A572-50(50 ksi) L5 68.00-32.79 35.21 4.42 18 25.5000 30.7500 0.1875 0.7500 A572-50(50 ksi) L6 32.79-1.00 36.21 18 29.7160 35.0000 02500 1.0000 A572-50(50 ksi) 1 • t Job Page tnxTower King City-BU#: 825028 2 of 8 GPD Group Project Date 520 South Main Street.Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron.OH 44311 Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Tapered Pole Properties Section Tip Dia. Area 1 r C 1/C J It/Q w w/t in in' in' in in in3 in' in' in LI 4.5000 8.1013 14.8350 1.3544 2.2500 6.5933 29.6296 4.0482 0.0000 0 4.5000 8.1013 14.8350 1.3544 2.2500 6.5933 29.6296 4.0482 0.0000 0 L2 4.5000 8.1013 14.8350 1.3544 2.2500 6.5933 29.6296 4.0482 0.0000 0 4.5000 8.1013 14.8350 1.3544 2.2500 6.5933 29.6296 4.0482 0.0000 0 L3 4.5000 15.9043 10.0722 0.7965 2.2500 4.4765 20.1169 7.9474 0.0000 0 4.5000 15.9043 10.0722 0.7965 2.2500 4.4765 20.1169 7.9474 0.0000 0 L4 6.0000 28.2743 31.8330 1.0620 3.0000 10.6110 63.5793 14.1287 0.0000 0 6.0000 28.2743 31.8330 1.0620 3.0000 10.6110 63.5793 14.1287 0.0000 0 L5 25.8934 15.0641 1219.4128 8.9859 12.9540 94.1341 2440.4302 7.5335 4.1580 22.176 31.2244 18.1885 2146.4080 10.8497 15.6210 137.4053 4295.6403 9.0960 5.0820 27.104 L6 30.8293 23.3812 2564.7551 10.4604 15.0957 169.8997 5132.8850 11.6928 4.7900 19.16 35.5399 27.5741 4206.7704 12.3363 17.7800 236.6013 8419.0762 13.7897 5.7200 22.88 Tower Gusset Gusset Gusset Adjust. Adjust. Weight Double Angle Double Angle Elevation Area Thickness Grade Factor Factor Mull. Stitch Bolt Stitch Bolt (per face) At A, Spacing Spacing Diagonals Horizontals ft fi' in in in LI 100.00-92.00 1 1 1 L2 92.00-84.00 1 1 1 L3 84.00-76.00 I 1 1 IA 76.00-68.00 I I 1 L5 68.00-32.79 I 1 1 L6 32.79-1.00 1 1 I Feed Line/Linear Appurtenances - Entered As Area I Description Face Allow Component Placement Total CAA,, Weight Or Shield Type Number Leg ft ftl/f1 plf LDF5-50A(7/8") A No Inside Pole 96.00-88.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 LDF5-50A(7/8") A No Inside Pole 88.00-59.00 24 No Ice 0.00 0.33 1/2"Ice 0.00 033 1"Ice 0.00 0.33 TYPE 1(1-1/4") C No Inside Pole 80.00-8.00 3 No Ice 0.00 0.63 1/2"Ice 0.00 0.63 1"Ice 0.00 0.63 LDF5-50A(7/8") A No Inside Pole 72.00-8.00 6 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 I"Ice 0.00 0.33 2"Flex Conduit B No Inside Pole 64.00-8.00 2 No Ice 0.00 032 1/2"Ice 0.00 0.32 1"Ice 0.00 0.32 LDF4-50A(1/2") B No Inside Pole 64.00-8.00 3 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 9207(5/16") B No Inside Pole 64.00-8.00 20 No Ice 0.00 0.06 • 1/2"Ice 0.00 0.06 I"Ice 0.00 0.06 LDF5-50A(7/8") A No Inside Pole 59.00-8.00 25 No Ice 0.00 033 1/2"Ice 0.00 033 1"Ice 0.00 033 I I Job Page tnxTower King City- BU#: 825028 3 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 _ Akron,OH 44311 Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAA C4A.4 Weight Section Elevation In Face Out Face ft ft2 ft' ft' p2 K LI 100.00-92.00 A 0.000 0.000 0.000 0.000 0.02 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 92.00-84.00 A 0.000 0.000 0.000 0.000 0.05 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L3 84.00-76.00 A 0.000 0.000 0.000 0.000 0.06 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.01 L4 76.00-68.00 A 0.000 0.000 0.000 0.000 0.06 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.01 L5 68.00-32.79 A 0.000 0.000 0.000 0.000 0.36 B 0.000 0.000 0.000 0.000 0.07 C 0.000 0.000 0.000 0.000 0.07 L6 32.79-1.00 A 0.000 0.000 0.000 0.000 0.25 B 0.000 0.000 0.000 0.000 0.06 C 0.000 0.000 0.000 0.000 0.05 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face ice AR At CaA,, C,4, Weight Section Elevation or Thickness In Face Out Face ji Leg in ft' fr' ft' ft' K LI 100.00-92.00 A 2.225 0.000 0.000 0.000 0.000 0.02 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 92.00-84.00 A 2.206 0.000 0.000 0.000 0.000 0.05 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L3 84.00-76.00 A 2.185 0.000 0.000 0.000 0.000 0.06 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.01 L4 76.00-68.00 A 2.162 0.000 0.000 0.000 0.000 0.06 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.01 L5 68.00-32.79 A 2.086 0.000 0.000 0.000 0.000 0.36 B 0.000 0.000 0.000 0.000 0.07 C 0.000 0.000 0.000 0.000 0.07 L6 32.79-1.00 A 1.866 0.000 0.000 0.000 0.000 0.25 B 0.000 0.000 0.000 0.000 0.06 C 0.000 0.000 0.000 0.000 0.05 Feed Line Center of Pressure I Section Elevation CP, CP, CP, CP, Ice ice ft in in in in LI 100.00-92.00 0.0000 0.0000 0.0000 0.0000 L2 92.00-84.00 0.0000 0.0000 0.0000 0.0000 L3 84.00-76.00 0.0000 0.0000 0.0000 0.0000 L4 76.00-68.00 0.0000 0.0000 0.0000 0.0000 L5 68.00-32.79 0.0000 0.0000 0.0000 0.0000 L6 32.79-1.00 0.0000 0.0000 0.0000 0.0000 ■ Job Page tnxTower King City- BU #: 825028 4 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron,OH 44311 Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAA,, CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert f ft ft2 ft' K it f EEI 26"x 8'Light Duty AMS C None 0.0000 96.00 No Ice 5.85 5.85 0.38 (Shielded Mast @ 96') 1/2"Ice 5.85 5.85 0.49 1"Ice 4.52 4.52 0.61 EEI 26"x 8'Light Duty AMS C None 0.0000 88.00 No Ice 5.81 5.81 0.38 (Shielded Mast @ 88') 1/2"Ice 5.81 5.81 0.49 1"Ice 4.52 4.52 0.61 EE126"x 8'Heavy Duty C None 0.0000 72.00 No Ice 5.72 5.72 1.03 AMS(Shielded Mast @ 72) 1/2"Ice 5.72 5.72 1.14 1"Ice 332 3.32 1.25 TMBX-6516-R2M w/Mount A From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.03 Pipe 0.00 1/2"Ice 0.00 0.00 0.06 0.00 1"lce 0.00 0.00 0.10 TMBX-6516-R2M w/Mount 13 From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.03 Pipe 0.00 1/2"Ice 0.00 0.00 0.06 0.00 1"Ice 0.00 0.00 0.10 TMBX-6516-R2M w/Mount C From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.03 Pipe 0.00 12"Ice 0.00 0.00 0.06 0.00 1"Ice 0.00 0.00 0.10 (4)ETM19V2S12UB A From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.01 0.00 12"Ice 0.00 0.00 0.02 0.00 1"Ice 0.00 0.00 0.02 (4)ETM19V2S12UB B From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.01 0.00 12"Ice 0.00 0.00 0.02 0.00 1"Ice 0.00 0.00 0.02 (4)ETM19V2S12UB C From Leg 0.50 0.0000 96.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.02 0.00 1"Ice 0.00 0.00 0.02 RR65-19-02DP w/Mount A From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.04 Pipe 0.00 1/2"Ice 0.00 0.00 0.08 0.00 1"Ice 0.00 0.00 0.13 RR65-I9-02DP w/Mount B From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.04 Pipe 0.00 1/2"Ice 0.00 0.00 0.08 0.00 1"Ice 0.00 0.00 0.13 RR65-19-02DP w/Mount C From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.04 Pipe 0.00 1/2"Ice 0.00 0.00 0.08 0.00 1"Ice 0.00 0.00 0.13 (2)ETT19V2Al2UB A From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.01 0.00 12"Ice 0.00 0.00 0.02 0.00 1"Ice 0.00 0.00 0.02 (2)ETT 19V2Al2UB B From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.02 0.00 1"Ice 0.00 0.00 0.02 (2)ETT19V2Al2UB C From Leg 0.50 0.0000 88.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.02 0.00 I"Ice 0.00 0.00 0.02 Pipe Mount[PM 601-3] C None 0.0000 80.00 No Ice 4.39 4.39 0.20 1/2"Ice 5.48 5.48 0.24 1"Ice 6.57 6.57 0.28 P65-16-XLPP-RR w/Mount A From Leg 1.50 0.0000 80.00 No Ice 8.40 6.13 0.07 Pipe 0.00 1/2"Ice 8.95 7.07 0.13 0.00 1"Ice 9.51 7.90 0.20 P65-16-XLPP-RR w/Mount B From Leg 1.50 0.0000 80.00 No Ice 8.40 6.13 0.07 Pipe 0.00 1/2"Ice 8.95 7.07 0.13 0.00 1"Ice 9.51 7.90 0.20 Job Page tnxTower King City- BU #: 825028 5 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron,OH 44311 • Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Description Face Offset Offsets: Azimuth Placement CAA., CAA Weight or Type Hon Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft P65-16-XLPP-RR w/Mount C From Leg 1.50 0.0000 80.00 No Ice 8.40 6.13 0.07 Pipe 0.00 1/2"Ice 8.95 7.07 0.13 0.00 1"Ice 9.51 7.90 0.20 PCSX065-19-A06 w/Mount A From Leg 0.50 0.0000 72.00 No Ice 0.00 0.00 0.05 Pipe 0.00 1/2"Ice 0.00 0.00 0.09 0.00 1"ke 0.00 0.00 0.14 PCSX065-19-A06 w/Mount B From Leg 0.50 0.0000 72.00 No Ice 0.00 0.00 0.05 Pipe 0.00 1/2"Ice 0.00 0.00 0.09 0.00 1"Ice 0.00 0.00 0.14 PCSX065-19-A06 w/Mount C From Leg 0.50 0.0000 72.00 No Ice 0.00 0.00 0.05 Pipe 0.00 1/2"Ice 0.00 0.00 0.09 0.00 1"Ice 0.00 0.00 0.14 Side Ann Mount[SO 102-3] C None 0.0000 64.00 No Ice 3.00 3.00 0.08 1/2"Ice 3.48 3.48 0.11 I"Ice 3.96 3.96 0.14 840 10054 w/Mount Pipe A From Face 1.50 0.0000 64.00 No Ice 7.36 4.82 0.08 0.00 1/2"Ice 8.17 5.95 0.14 0.00 1"Ice 8.83 6.75 0.20 - 840 10054 w/Mount Pipe B From Face 1.50 0.0000 64.00 No Ice 7.36 4.82 0.08 0.00 1/2"Ice 8.17 5.95 0.14 0.00 1"Ice 8.83 6.75 0.20 840 10054 w/Mount Pipe C From Face 1.50 0.0000 64.00 No Ice 7.36 4.82 0.08 0.00 12"ke 8.17 5.95 0.14 0.00 1"Ice 8.83 6.75 0.20 840 10054 A From Face 1.50 0.0000 64.00 No Ice 6.07 2.87 0.04 0.00 12"Ice 6.47 3.18 0.07 0.00 1"Ice 6.87 3.52 0.11 ACUTIME 2000 B From Face 1.50 0.0000 64.00 No Ice 0.30 0.30 0.00 0.00 1/2"Ice 0.37 0.37 0.00 2.00 1"Ice 0.46 0.46 0.01 P65-18-XXW2-R C From Face 1.50 0.0000 64.00 No Ice 6.07 1.70 0.03 0.00 12"Ice 6.47 1.99 0.05 0.00 1"Ice 6.87 2.30 0.09 (3)Vx DAP I/V RF Module A From Face 1.50 0.0000 64.00 No Ice 3.54 2.02 0.05 0.00 12"Ice 3.80 2.25 0.07 0.00 1"Ice 4.07 2.48 0.10 (3)Vx DAP 1/V RF Module B From Face 1.50 0.0000 64.00 No Ice 3.54 2.02 0.05 0.00 12"Ice 3.80 2.25 0.07 0.00 1"Ice 4.07 2.48 0.10 (3)Vx DAP I/V RF Module C From Face 1.50 0.0000 64.00 No Ice 3.54 2.02 0.05 0.00 1/2"Ice 3.80 2.25 0.07 0.00 1"Ice 4.07 2.48 0.10 PTP 58600 A From Face 1.50 0.0000 64.00 No Ice 2.04 0.53 0.01 0.00 12"Ice 2.24 0.65 0.02 2.00 1"Ice 2.44 0.78 0.04 PTP 58600 B From Face 1.50 0.0000 64.00 No Ice 2.04 0.53 0.01 0.00 1/2"Ice 2.24 0.65 0.02 2.00 1"Ice 2.44 0.78 0.04 Side Ann Mount[SO 102-3] C None 0.0000 60.00 No Ice 3.00 3.00 0.08 1/2"Ice 3.48 3.48 0.11 1"Ice 3.96 3.96 0.14 RRH-C2A w/EXT FILTER A From Face 1.50 0.0000 60.00 No Ice 4.07 2.42 0.07 w/Mount Pipe 0.00 1/2"Ice 4.45 2.86 0.11 0.00 1"Ice 4.85 3.33 0.14 RRH-C2A w/EXT FILTER B From Face 1.50 0.0000 60.00 No Ice 4.07 2.42 0.07 w/Mount Pipe 0.00 12"Ice 4.45 2.86 0.11 0.00 1"Ice 4.85 3.33 0.14 • • �+ Job Page tnxl Older King City- BU #: 825028 6 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron,OH 44311 Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft .ft ft' fiz K ft ft RRH-C2A w/EXT FILTER C From Face 1.50 0.0000 60.00 No Ice 4.07 2.42 0.07 w/Mount Pipe 0.00 1/2"Ice 4.45 2.86 0.11 0.00 1"Ice 4.85 3.33 0.14 RRH-P4 w/Mount Pipe A From Face 1.50 0.0000 60.00 No Ice 3.63 2.94 0.07 0.00 1/2"Ice 4.00 3.40 0.11 0.00 1"Ice 4.38 3.88 0.15 RRH-P4 w/Mount Pipe B From Face 1.50 0.0000 60.00 No Ice 3.63 2.94 0.07 0.00 1/2"Ice 4.00 3.40 0.11 0.00 1"Ice 4.38 3.88 0.15 RRH-P4 w/Mount Pipe C From Face 1.50 0.0000 60.00 No Ice 3.63 2.94 0.07 0.00 1/2"Ice 4.00 3.40 0.11 0.00 1"Ice 4.38 3.88 0.15 Dishes 1 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft' K HP2-23 A Paraboloid From 1.50 30.0000 64.00 2.04 No Ice 327 0.03 w/Shroud(HP) Face 0.00 1/2"Ice 3.55 0.05 2.00 1"Ice 3.82 0.03 HP2-23 B Paraboloid From 1.50 -20.0000 64.00 2.04 No Ice 3.27 0.03 w/Shroud(HP) Face 0.00 1/2"Ice 3.55 0.05 2.00 1"Ice 3.82 0.03 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° LI 100-92 9.7042 45 1.4160 0.0005 L2 92-84 7.3378 45 1.3988 0.0005 L3 84-76 5.0853 45 1.2600 0.0005 L4 76-68 3.3847 45 0.6811 0.0005 L5 68-32.79 2.5421 45 0.3140 0.0005 L6 37.21-1 0.8218 45 0.1969 0.0002 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 96.00 EE 26"x 8'Light Duty AMS 45 8.5176 1.4030 0.0006 21199 88.00 EEI 26"x 8'Light Duty AMS 45 6.1790 1.3882 0.0006 2940 80.00 Pipe Mount[PM 601-3] 45 4.1191 0.9504 0.0006 838 72.00 EE126"x 8'Heavy Duty AMS 45 2.8835 0.4600 0.0006 1197 66.00 HP2-23 45 2.4130 0.3172 0.0006 5932 64.00 Side Arm Mount[SO 102-3] 45 2.2847 03180 0.0006 26398 60.00 Side Arm Mount[SO 102-3] 45 2.0323 0.3136 0.0005 24897 Job Page tnxTower King City- BU #: 825028 7 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron.OH 44311 ' Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarm strong Maximum Tower Deflections - Design Wind Section Elevation Hon. Gov. 110 Twist No. Deflection Load ft in Comb. ° 0 LI 100-92 43.3763 14 6.3591 0.0018 1.2 92-84 32.7693 14 6.2818 0.0018 L3 84-76 22.6743 14 5.6546 0.0017 IA 76-68 15.0621 14 3.0425 0.0018 15 68-32.79 11.3054 14 13971 0.0023 L6 37.21-1 3.6540 14 0.8756 0.0009 Critical Deflections and Radius of Curvature - Design Wind I Elevation Appurtenance Gov. Deflection Tilt Twist Radius of load Curvature ft Comb- in ° ° fi 96.00 EEI 26"x 8'Light Duty AMS 14 38.0577 6.3007 0.0037 4824 88.00 EE126"x 8'Light Duty AMS 14 27.5752 6.2337 0.0037 664 80.00 Pipe Mount[PM 601-3] 14 18.3466 4.2571 0.0032 188 72.00 EEI 26"x 8'Heavy Duty AMS 14 12.8261 2.0509 0.0027 268 66.00 HP2-23 14 10.7311 1.4112 0.0026 1332 64.00 Side Arm Mount[SO 102-3] 14 10.1607 1.4151 0.0025 5984 60.00 Side Arm Mount[SO 102-3] 14 9.0378 1.3954 0.0024 5643 Compression Checks I Pole Design Data I Section Elevation Size 1. 1.. Kl/r 1 I', rdl';, Ratio No. P" ft ft ft in2 K K +P" LI 100-92 TP4.5x4.5x0.674 8.00 0.00 0.0 8.1013 -0.95 255.19 0.004 1.2 92-84 TP4.5x4.5x0.674 8.00 0.00 0.0 8.1013 -1.91 255.19 0.007 L3 84-76 TP4.5x4.5x225 8.00 0.00 0.0 15.9043 -2.98 715.69 0.004 IA 76-68 TP6x6x3 8.00 0.00 0.0 28.2743 -5.52 1272.35 0.004 1.5 68-32.79 TP30.75x25.5x0.1875 35.21 0.00 0.0 17.7963 -9.89 912.69 0.011 1.6 32.79-1 TP35x29.716x0.25 36.21 0.00 0.0 27.5741 -14.58 1485.15 0.010 Pole Bending Design Data I Section Elevation Size M,,, •M Ratio M. $A10, Ratio No. M,� M„ ft kip it kip-ft kip ft kip-f1 +M y LI 100-92 TP4.5x4.5x0.674 1.81 26.17 0.069 0.00 26.17 0.000 L2 92-84 TP4.5x4.5x0.674 7.12 26.17 0.272 0.00 26.17 0.000 L3 84-76 TP4.5x4.5x2.25 17.71 56.95 0.311 0.00 56.95 0.000 IA 76-68 TP6x6x3 31.88 135.00 0.236 0.00 135.00 0.000 - L5 68-32.79 TP30.75x25.5x0.1875 183.08 562.11 0326 0.00 562.11 0.000 L6 32.79-1 TP35x29.716x025 429.22 1061.95 0.404 0.00 1061.95 0.000 Job Page tnxTower King City- BU #: 825028 8 of 8 GPD Group Project Date 520 South Main Street,Suite 2531 2013775.825028.01 07:54:47 06/12/13 Akron,OH 44311 _ Phone:(330)572-2100 Client Designed By Fax:(330)572-2101 Crown Castle sarmstrong Pole Shear Design Data Section Elevation Size Actual 4V Ratio Actual 4T„ Ratio No. V V T T ft K K 411„ kip-ft kip fi 4T LI 100-92 TP4.5x4.5x0.674 0.45 127.60 0.004 0.00 34.57 0.000 L2 92-84 TP4.5x4.5x0.674 0.87 127.60 0.007 0.00 34.57 0.000 L3 84-76 TP4.5x4.5x2.25 1.76 357.85 0.005 0.00 33.53 0.000 L6 76-68 TP6x6x3 2.04 636.17 0.003 0.00 79.47 0.000 L7 68-32.79 TP30.75x25.5x0.1875 5.99 456.35 0.013 0.19 1125.60 0.000 L8 32.79-1 TP35x29.716x0.25 7.60 742.58 0.010 0.19 2126.50 0.000 Pole Interaction Design Data I Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M. M„, V, T, Stress Ratio Stress Ratio ft 4P 4M., 4M,, 4V 4T LI 100-92 U 92-84 L3 84-76 . L4 76-68 L5 68-32.79 0.011 0.326 0.000 0.013 0.000 0.337 I 1.000 4.8.2 I' L6 32.79-1 0.010 0.404 0.000 0.010 0.000 0.414 I/ 1.000 4.82 I" Section Capacity Table Section Elevation Component Size Critical I' oP,rr,.. % Pass/ No. ft Type Element l+ K Capacity Fail LI 100-92 Pole TP4.5x4.5x0.674 1 - 7.5* Pass L2 92-84 Pole TP4.5x4.5x0.674 2 - - 28.3* Pass L3 84-76 Pole TP4.5x4.5x2.25 3 - - 34.3* Pass LA 76-68 Pole TP6x6x3 4 - - 25.8* Pass L5 68-32.79 Pole TP30.75x25.5x0.1875 5 -9.89 912.69 33.7 Pass L6 32.79-1 Pole TP35x29.716x0.25 6 -14.58 1485.15 41.4 Pass Summary ELC: Load Case 5 Pole(L6) 41.4 Pass Rating= 41.4 Pass *See Appendix C for calculations supporting the%capacity consumed. L Crown Castle USA, Inc. June 12,2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 19 APPENDIX B BASE LEVEL DRAWING tnxTower Report- Version 6.0.4.0 r-r-vl 1 BUSINESS UNIT:625026 TOSSER 10:C_BASELEVEL I)7AAA7/8 TO 39 FT LEVEL 11)7/r TO 96 FT LEVEL 12)7/B'TO SB FT LEVEL NSTALLED-IN(2)2'CONDUfTS) 20)5/16'TO 64 FT LEVEL INSTALLED) (3) 1/2•TO 64 FT LEVEL IBASE LEVEL DRAWING PLOT DATE:6,52113 FILE NAME:RTN12P BASELEVEI.dm) CROWN REGION ADDRESS USA ! QQ DRAWN BY: PJN CHECKED BY: MN ORAVANG DATE:13/02113 SITE NUMBER: SITE NAME: SI'E NAVE EPIC CITY BUSINESS UNIT NUMBER 12502! SI-E ADDRESS 1 12SSS Sw PACIFIC HIGHWAY TIGARD.OR 97223 WASHINGTON COUNTY USA I SHEET TITLE BASE LEVEL 1614E7 NUMBER A1-0 Crown Castle USA, Inc. June 12,2013 100 Foot Stealth Monopole Tower Structural Analysis CCI BU No. 825028 Project Number 2013775.825028.01;Application 178855, Revision 8 Page 21 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-Version 6.0.4.0 Stealth Mast Stresses King City - BU #: 825028 GPD Project #: 2013775.825028.01 tnxTower Reactions — Moment 31.88.k-ft Axial 5.52 k Pole Properties Section 76'to 68' _ Diameter 6 in Thickness 0 in Fy 50 ksi SECTION BE.NG CHECKED LENGTH Length 8 ft K 2.1 A 28.27 in2 r 1.50 in 5 21.21 in3 Z 36.00 in; Calculations KL/r 134.4000 Fe 15.85 ksi F« 13.90 ksi PC 353.62 k D/t N/A MCY1fId 127.23 k-ft MCLB N/A k-ft H1-la N/A H1-lb 0.26 Capacity 25.8% Pass Stealth Mast Stresses King City - BU #: 825028 GPD Project #: 2013775.825028.01 tnxTower Reactions — Moment 17.71 k-ft Axial 2.98 k Pole Properties Section 84'to 76' Diameter 4.5 in Thickness 0 in FY 50 ksi SECTION DEW-. CHECKED LE'.i TH Length 8 ft K 2.1 A 15.90 in2 r 1.13 in S 8.95 in3 Z 15.19 in3 Calculations KL/r 179.2000 Fe 8.91 ksi Fcr 7.82 ksi 111.89 k D/t N/A McYield 53.68 k-ft MCLB N/A k-ft H1-la N/A H1-lb 0.34 Capacity 34.3% Pass Stealth Mast Stresses King City - BU #: 825028 GPD Project #: 2013775.825028.01 tnxTower Reactions — Moment 7.12.k-ft Axial 1.91 k Pole Properties Section 92'to 84' Diameter 4.5 in Thickness 0.674 in FY 35 ksi E TIDv hE r. , i NECKED LE GTH Length 8 ft K 2.1 A 8.10 in2 r 1.37 in S 6.79 in3 Z 9.97 in; Calculations KL/r 146.7757 Fe 13.29 ksi 11.65 ksi Pc 84.95 k D/t 6.68 McYield 26.17 k-ft MCLB N/A k-ft H1-la N/A H1-lb 0.28 Capacity 28.3% Pass Stealth Mast Stresses King City - BU #: 825028 GPD Project #: 2013775.825028.01 tnxTower Reactions — Moment 1.81 k-ft Axial 0.95 k Pole Properties Section 100'to 92' Diameter 4.5 in Thickness 0.674 in Fy 35 ksi SECTION BEING CHECKED LENGTH Length 8 ft K 2.1 A 8.10 in2 r 1.37 in S 6.79 in3 Z 9.97 in3 Calculations KL/r 146.7757 Fe 13.29 ksi F 11.65 ksi Pc 84.95 k D/t 6.68 Mcyieid 26.17 k-ft McLB N/A k-ft H1-1.a N/A H1-1b 0.07 Capacity 7.5% Pass Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G ASSUmotions: 1)Rod groups at corners.Total#rods divisible by 4.Maximum total#of rods=48(12 per Corner). 2)Rod spacing is equal to straight center-to-center distance between any(2)adjacent rods(same corner). 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter). Site Data Base Reactions BU#: 825028 TIA Revision: G Site Name: King City Factored Moment, Mu: 429.22 ft-kips App#: 178855, Rev. 8 Factored Axial, Pu: 14.58 kips Anchor Rod Data Factored Shear,Vu: 7.60 kips Eta Factor, n 0.5 TIA G(Fig.4-4) Qty: 4 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G -->Max Rod (Cu+Vu/n): 127.2 Kips Yield, Fy: 75 ksi Axial Design Strength, *Fu*Anet: 260.0 Kips Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 48.9% Pass Bolt Circle: 43 in Plate Data Base Plate Results Flexural Check PL Ref. Data W=Side: 43 in Base Plate Stress: 25.8 ksi Yield Line(in): Thick: 1.75 in PL Design Bending Strength,o*Fy: 45.0 ksi 24.98 Grade: 50 ksi Base Plate Stress Ratio: 57.4% Pass Max PL Length: Clip Distance: 0 in 25.81 N/A- Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld : N/A Weld Type: ** Vertical Weld: N/A Groove Depth: in" Plate Flex+Shear,fb/Fb+(fv1Fv)^2: N/A Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)^2: N/A Fillet H.Weld: <-- Disregard Plate Comp. (AISC Bracket): N/A Fillet V.Weld: in Pole Results Width: in Pole Punching Shear Check: N/A Height: in Max PL Length - Thick: in Yield Line Notch: in at comer= t= BASE PL Grade: ksi ay/4 THICKNESS AMMO cE Anchor. Typ. Weld str.: ksi , SrIFFENED CONFIGURATION VIGQI Jpal.G TMT B.C. A.' - ll- Input Clear Space Pole Data \ y at B.C. for Single Diam: 35 in �/ Anchor Case Thick: 0.25 in fl Pale Grade: 50 ksi DIAM r=/ D As #of Sides: 18 _"0"IF Round �� sti sc9gSome 1 1, Except for .Corner Anchor (Input Clear Space) "Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Square Base F-G 1.2,Effective March 19,2012 Analysis date:6/12/2013 Job 2013775.825028.01 ASheet No. 1 of 1 Calculated by_ SA Date 06/12/2013 /�� GPD GROUP® Checked by CB Date 06/12/2013 cia�s,vyie,xnome,eo,�s a oeNne.iM. FLANGE PLATE STIFFENER FORCES Elevation = BE 6"O.D.MOUNTING PIPE r- - - allY° \\\\ O 4--x 0 0 24-1.2"FLANGE OIL o 19.11'CABLE OPENING o 40 (12)1.140HOLM ON A 22"O BOLT CIRCLE - > tnxTower Reaction: - Moment (M) = 31.88 kip-ft -Axial =5.52 kip Area of Stiffener (Footprint w/ Flange Plate), As=1.6893 in2 Distance from Centroid of Stiffener Footprint to Controlling Neutral Axis, c=9.415" Moment of Inertia of Stiffener Footprints about Neutral Axis, I = 300.7244 in2 M c P (3:.22 kip-ft)•(9 t15')•(12'Ift) (5.52 kip > Stiffener Stress (Compression), O: ..& =—+ - _ +- I A (5007244 in•) (2)•(1.6292 in = 13.6109 ksi Stiffener Force (Compression), P -_ov_ = o_ " A;= (13.6109 ksi)•(1.6893 in2) =22.9929 kip 6t•c -P (31.22 kip-ft)-(9A15')•(12'/ft) -(5.52 kip) Stiffener Stress (Tension), o--_,w =—+ —) _ + A (2 0 0.7 2.14 in•) (2)•(1.6293 itn2) = 10.3433 ksi Stiffener Force (Tension), = 0-=v; A = (10.3433 ksi)-(1.6893 in2) = 17.4729 kip • 520 South Main Street• Suite 2531 • Akron,Ohio 44311• Phone 330-572-2100• Fax 330-572-2101 GPD GROUP Project#:2013775.825028.01 Calculated By: SA Date: 6/12/2013 /'•� Engineers•Architects•Planners Sheet� of_ 1 Checked By: CB Date: 6/12/2013 GPD GROUP Stealth Flange Properties&Load Information ®68' Moment from tnxTower(M) = 31.88 kip-ft Axial from tnxTower(P) — 5.52 kip Stiffener Height — 9.5 in Stiffener Strength (Fy) — 36 ksi Stiffener Width — 9.0 in Bolt Strength (Fu) — 120 ksi Stiffener Thickness — 0.75 in Plate Strength(Fy) — 36 ksi Bolt Size — 1.0 in Bolt Checks Max Bolt Force(RISA 3D Output) — kip Allowable Bolt Force — 54.54 kip Bolt Capacity — 25.2% Plate Checks Max Plate Stress(RISA 3D Output) — ksi Allowable Plate Stress = 32.40 ksi Plate Capacity — 61.8% Stiffened or Unstiffened, Exterior Flange Plate -Any Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Moment,Mu: 31.88 ft-kips X-Excluded BU#: 825028 Axial,Pu: 5.52 kips 1pVn=,(0.55*Ab*Fu) Site Name: King City Shear,Vu: 2.04 ,kips 1p=0.75,tp'Vn(kips): App#: 178855,Rev.8 Elevation: 68 feet 38.88 Pole Manufacturer:I Other it No stiffeners,Criteria: I TIA G <-Only Applcable to Unstiffened Cases Bolt Data Qty: 12 Diameter(in.): 1 Bolt Fu: 120 Bolt Material: A325 Bolt Fy: 92 N/A: <--Disregard N/A: <--Disregard Circle(in.): 22 Plate Data Diam: 24.5 in Thick,t: 1.25 in Grade(Fy): 36 ksi Strength,Fu: 58 ksi Single-Rod B-etf: 1.57 in Stiffener Data(Welding at Both Sides) Config: 1 Weld Type: Fillet Groove Depth: <--Disregard Groove Angle: <--Disregard Stiffener Results Fillet H.Weld: 0.25 in Horizontal Weld: 28.1% Pass Fills(V.Weld: 0.25 in Vertical Weld: 37.8% Pass Width: 9 in Plate Flex+Shear,fb/Fb+(iv/Fv)^2: 16.9% Pass Height: 9.5 in Plate Tension+Shear,ft/Ft+(tv/Fv)^2: 12.1% Pass Thick: 0.75 in Plate Comp.(AISC Bracket): 45.1% Pass Notch: 0 in Pole Results Grade: 36 ksi Pole Punching Shear Check: 2.1% Pass Weld str.: 70 ksi Pole Data O l u l e Diam: 6 in Thick: 3 in o O Grade: 50 ksi #of Sides: 0 "0"IF Round c'' Fu 65 ksi o Rent Fillet Weld 0 "0"if None o � ; c � .0=none,1=every bolt,2=every two bolts,3=two per bolt )Vote;For complete joint penetration groove welds,the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes. CClplate 1.5-Ext Flange G 1.3,Effective March 19,2012 Analysis Date:6/12/2013 Site Number 825028 Site Name King City Caisson Analysis Pier Properties Moment 429.22 kip-ft Analysis Properties Shear 7.60 kip TIA Code G Soil Safety Factor 1.33 Pier Diameter 5.5 ft Water Table Depth 15.0 ft Height Above Grade 1.0 ft Ignored Soil Depth 2.0 ft Depth Below Grade 21.0 ft Cohesion Based on PLS Caisson Donut Diameter ft Max Soil Capacity 110% _ Donut Depth ft Soil Properties Top of Soil Layer Bottom of Soil Soil Unit Friction Angle Layer Layer Thickness Layer Cohesion(psf) (ft) (ft) (ft) Weight(pcf) (degrees) Soil.Layer Soil.Top Soil.Thick Soil.Bottom Soil.Weight Soil.Cohesion Soil.Phi 1 0.00 7.5 7.50 110 34.95 2 7.50 7.5 15.00 110 37.38 3 15.00 6 20.50 110 11.54 4 20.50 19.5 40.00 110 20.08 5 40.00 1.5 41.50 110 21.80 6 7 8 9 10 Critical Depths Below Grade Results Rotation Axis 12.72 ft Soil Capacity 17.8%.11.' Zero Shear 4.59 ft Max Pier Moment 463.15 kip-ft Moment At User Defined Depths Below Grade kip-ft kip-ft kip-ft kip-ft V1.0 Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note:Shaft assumed to have ties, not spiral,transverse reinforcing Site Data Maximum Shaft Superimposed Forces BU#: 825028 TIA Revision: G Site Name: King City Max. Factored Shaft Mu: 463.15 ft-kips(Note) App#: 178855, Rev. 8 Max. Factored Shaft Pu: 14.58 kips Max Axial Force Type: Comp. Loads Already Factored Note:Max shaft superimposed moment does not necessarily equal the shaft top reaction moment For M(WL) <----Disregard For P(DL) <----Disregard Load Factor Shaft Factored Loads 1.00 Mu: 463.15 ft-kips Pier Properties 1.00 Pu: 14.58 kips Concrete: Pier Diameter= 5.5 ft Material Properties Concrete Area= 3421.2 in2 Concrete Comp.Strength,f'c= 4000 psi Reinforcement Yield Strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 4.0 in Reinforcement Yield Strain= 0.00207 Horiz.Tie Bar Size= 5 Limiting Compressive Strain=1 0.003 I Vert. Cage Diameter= 4.61 ft ACI 318 Code Vert. Cage Diameter= 55.34 in Select Analysis ACI Code=I 2008 I Vertical Bar Size= 11 Seismic Properties Bar Diameter= 1.41 in Seismic Design Category= C Bar Area= 1.56 in2 Seismic Risk= Moderate Number of Bars= 12 As Total = 18.72 in2 SOLVE (RUN) <----Press Upon Completing All Input As/Aconc, Rho= 0.0055 0.55% ACI 10.5 ,ACI 21.10.4, and IBC 1810. Results: Min As for Flexural,Tension Controlled, Shafts: Governing Orientation Case: 2 (3)*(Sqrt(fc)/Fy): 0.0032 200/Fy: 0.0033 A.• E�,j+`�� Mu A. • r• Mu • �. r r ti i r i i - I - r i r r i Case 1 Case 2 Dist. From Edge to Neutral Axis: 9.40 in Minimum Rho Check: Extreme Steel Strain, et: 0.0161 Actual Req'd Min. Rho: 0.33% Flexural et>0.0050,Tension Controlled Provided Rho: 0.55% OK Reduction Factor,cp: 0.900 Ref.Shaft Max Axial Capacities,4 Max(Pn or Tn): Max Pu = (c)=0.65) Pn. Output Note: Negative Pu=Tension Pn per ACI 318(10-2) 6599.64 kips For Axial Compression,cp Pn = Pu: 14.58 kips at Mu=(4=0.65)Mn= 3135.22 ft-kips Drilled Shaft Moment Capacity, cpMn: 2336.78 ft-kips Drilled Shaft Superimposed Mu: 463.15 ft-kips Max Tu, (cp=0.9)Tn = 1010.88 kips at Mu=4,=(0.9)•Mn = 0.00 ft-kips Mu/q•Mn,Drilled Shaft Flexure CSR:1 19.8% Drilled_Shaft_Moment_Capacity, DSMC,Version 1.1 - Effective 04/01/2010 Analysis Date:6/12/2013 . A :0-,m1-7,41„ THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE Sprint .), UNDERGROUND 0:4[1' SERVICE ALERT NETWORK VISION MMBS LAUNCH CALL TOLL FREE: 1�� 811 1 ED SIlIUISUI\IC RECEIVED �WO WORKING DAYS BEFORE YOU DIG DR • JUN 26 2013 GENERAL DYNAMICS (-)p I'O63XC 002 CITY OFTIGARD WIRELESS SERVICES Sprin -t 13680 SW PACIFIC HWY s" I TIGARD, OR 97281 j�� WASHINGTON COUNTY s m a rt l i n k LATITUDE: 45.420611 / 46° 25' 14.2" (2C) BUILDING DIVISION LONGITUDE: — 122.784306 / — 122° 47' 03.46" (2C) M325LLEVUEWA 9/307-M93 20 BELLEWE WA 9B007fi490 TEL:026)2744444 FAX(425)274444D o PKCIR T NFORMATION: MONOPOLE " ^•- i NE-MORI.VNON MATHS LAMINA 11 { TIGARD MARKET DR. SHEET DESCRIPTION , ARCHITECT & ELECTRICAL ENGINEER: \ OREGON STATE CODE COMPLIANCE: �' `�- .- ,:' �". T_1 TITLE SHEET SMARTUNK, LLC FEE L G OO D ALL WORT(AID MATERIALS SHALL BE PERFORMED AND INSTALLED N ACCORDWCE "" 14432 SE EASTGATE WAY. SURE 260 WTH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE N-1 GENERAL NOTES BEL_I M�WA 98007 LOCAL GOVENING AUTHORITIES. NOTHING IN THESE PLANS 6 TO BE .. '• , N-2 GENERAL NOTES CONTACT: VLAD 01ACONJ P063XC002 CONSTRUCTED TO PERIR WORK NOT CONFORMNG 10 THESE CODES. -.^ro.- •-'' N PHONE: (425) 274-4444 v148 _ "„ ..... a A-1 OVERALL SITE PLNi DIAL, vlod.d'acorrw.MnwRFnklk:.com 2009 IBC.STANDARDS AND AMENDMENTS-ARC 51-50; '� `•"` =..... •� `# A-2 ENLARGED EQUIPMENT PLANS 13680 SW PACIFIC HWY • 2009 61C.STANDARDS AND AMENDMENTS-OK 51-52; )h..� rte= v • 2009 AFC, STADARDS AND MENDMD4TS-ARC 51-54; ,'��/ T. :J ,�� _ A-3 ANTENNA PLANS AND SCHEDULES SITE ACOUISm ON MANAGER TIGARD,OR 97281 • 2009 IPC, STANDARDS AND NENDMEHIS-ARC 51-56; 51-57 „• ,•- E "w,,, GENERAL DYNAMICS WIRELESS SERVICES Y - A-4 No1TH ELEVATKINS 8880 SE NIMBUS. SUITE 8 ISSUE LATE 05/2'113 BEAVERTON, OR 97008 eiei°( .::{ .»- A-5 E0111PMENT DETAILS CONTACT: MOM LEE-THWNPSON \ • - ..,•, " -• A-6 EQL11P►ENT DETAILS PHONE: (503) 207-7579 _ _ ' �-��•�° , I--.I TED FOR ACCESSIBILITY REQUIREMENTS: "" . .-.,M",", . _ .-..t . A-7 EQUIPMENT DETAILS DMA: amo.1..-MwmpsonOgdit.com FACILITY 6 UN WIED AND NOT FOR ItLMAN HABITATION. HANDICAPPED ACCESS - _ RF-1 ANTDNNA ND CABLE COLOR COOING DETAILS CONSTRUCTION REQUIREMENTS AIE NOT REQUIRED N ACCORDANCE WITH THE 2009 IBC BUILDING "- CONSTRUCTION MANAGER: E-1 ONE-UNE DIAGRAM &POWER PANEL SCHEDULE REVISIONS COOS. «•• •..... Y. * ir,.. E-2 ELECTRICAL DETAILS GENERAL DYNAMICS WIRELESS SERVICES FLY. 3011 OLSON*,ION Iralws CODE BLOCK �~'' "� a BBAV Sr NIMBUS, SUITE B E-3 ELECTRICAL DERAILS BEAVESE NI OR , SUIT 0 11/01/72 90X CONSTRUCTION DRAW NGS CSD !� 4.... • E-4 CONDUIT ROUTING CONTACT: T91 JAMES ` • v , PHONE: EMAIL: (503) 207-7570 t moNy.jornssOgdt.com 05/15/13 100% CONSTRJCTION flRAW6 TS JD E-S GROUNDING PLAN GROUNDING DETAILS R EA MAP E-6 SPRINT PROPOSES TO MODIFY N4 EXTSTING UNMANNED TELECOMMUNICATIONS E-7 GROUNDING DETAILS ,MV MANAGER; 2 05/20/13 1005 CONSTRJCTION DRAWINGS TB RI AN FALLTY HpNana VON• REMOVE 3 DOSING PANEL AHTEIWAS(1 PER SECTOR) 1'0• ow." sw Wm,.e.. - G8880 SE IAMBUS, SUITE B SERVICES • INSTALL 3 ►E1Y PANEL ANTENNAS(t PER SECTOR) ...w w"nv4 BEAVERTON" OR 97008 • REMOVE 1 MODEELL CARPETS CONTACT: VANCE WARHURST - • INSTALL 1 NEW MANS CABINET G•e•A•••w av Wan Ns PHONE: (503) 207-7570 NOT FOR • INSTALL 1 NEW BM CABIET ION IN SET LABELED AS CONSTRUCTION SET Sous •• REMOVE ALL E TIS-1F1 G SPRINT JUNCTION ANTENNA cONOAL CABLES = ei••••10A ;-1 .M,p. "oa,. RF ENGINEER; • INSTALL(3)NEW HYBRID FILR OPTIC CABLES USING EXISTING COAX ROUTE (1 SHEET INDEX 11. INSURE PER SECTOR) +a"°'s.,, �► ,.. \A 1 GENERAL SE DYNAMICS WIRELESS SERVICES �C'D PROFF • INSTALL 6 NEW RRU"S •I • REMOVE(I) EXISTING RAOO&0 SPRINT MAUNA RAD CENTER sy. T e O.�C.ee• M.Pan BEAVERTON, OR 97008 • REPLACE 1)DOSING GPS ANTENNA WI(1)NEW GPS ANTENNA '>w.� CONTACT: TN.MMES �� GIN `S1 NSIKL(f()NEW VALMONT CHAD MOUNT q� - 7 S PHONE: (503) 207-7607 Cif N EF.Q o4, mum(1)mow vALMONF RING MOUNT IBF APPLICANT: EDWI, 6 pp ci. Anotny. meycom [v v .9 """ Bua Cote"r Cote GENERAL DYNAMICS ON BEHALF OF SPRINT ct-PROJECT DESCRIPTION "°"" w-F°^a BEAVERTON, OREGON 97008 SITE ACOUISmON; 78455PE a°.. -'` CONTACT: TM JAMES \cj: J PHONE: (503) 207-7607 1443205E ESTGATE WAY, SUITE 260 ✓N EMAIL• timoNy.jomesOgditcom BEILEAIE.WA 98007 u D. .. PROPERTY INFORMATION; CONTACT: MICHAEL SLDTEMAKER APPROVAL SIGNATURE LATE aVa•i Ro,a.om PROPERTY OWNER TIGARD LODGE NO 207 CELL PHONE: (206) 214-8954 (lt (O •r ADDRESS: PO BOX 230184 EMAL midtoal.slotemokerOreolcomossoc.com F,o OREGON o° STIE ACQUISITION PORTLAND, OR 97281 CONSTRUCTION VICINITY MAP CONTACT: HONE RICH ZONING MANAGER: BE R �C' MANIACER 7 PORTLAND INTERNATIONAL AIRPORT, OR \ TOWER OWNER CROWN CASTLE 621 NALDER STREET, SUITE 710 `\ v A&E MANAGER 1. DEPART TOWARD NE AIRPORT WAY SITE ID: 625028 PORTLAND, OR 97205 4/114'111D D I AG�N ` j,4 13 2. BEAR RIGHT ONTO NE AIRPORT WAY CONTACT: BRYAN ADAMS CONTACT: PAUL SLOTEMUCER PLAMOG PHONE: (425) 202-2775 CELL PHONE: (503) 241-0279 CONSULTANT 3. TAKE RAMP RIGHT FOR 1-205 SOUTH TOWARD PORTLAND/ SALEM I _ _.- 4. AT EXIT 218, TAKE RAMP RIGHT FOR US-30 WEST 1-84 WEST TOWARD EMAIL, Pal-abtem°kerOemartfinklk.com ` RENEWAL DATE: / ZONING CLASSIFICATION CG RF MANAGER PORTLAND 5. TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD BEAVERTON /SALEM CONSTRUCTION TYPE: IN - RF ENGIEER 6. AT EXIT 294, TAKE RAMP RIGHT FOR OR-99W TOWARD TIGARD/ NEWBERG OCCUPANCY: U SI UT TITLE 7. KEEP STRAIGHT ONTO OR-99W/ SW PACIFIC HWY PASS SHELL N 1.1 MI JURISDICTION: CITY OF TIGARD PROPERTY 8. ARRNE AT 13680 SW PACIFIC HWY, PORTLAND, OR 97223 THE LAST CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY OWNER INTERSECTION IS SW WATKINS AVE TITLE SI MEET NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY SPRNT 13680 SW PACIFIC HWY,PORTLAND, OR 97223 REPRESENTATIVE LEASE AREA 25'-4•x18'-0" MAP & TAX LOT: 2S102CC 0,100 SI .EVIS1QN MV MANNAGER MEET NUMBER: R SIGNATURE BLOCK I)RIVING DIRECTIONS \PROJECT SUMMARY PROJECT TEAM T-1 2 D063XC002 1HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. r N , R m a o N �P�- t r N x Z Q ;737 n to 6 ! 8 A < _,.. 1 ; O O r� 1 W ci z 6� O O i_ n . } `�, O^ V1 ill i w z Q'till g I g Val _ LV O o g g g9 %d `(c. Q J Z2 E- 0 u_ a T a Wx : : g3 ,� S�Q J a V • Z 0 � ° E t C > U ° < kw' ,.,8g. 1ig Ho. eg z li s 1 e °0 �� WI� 0 i$ s II il 4 i 1! 1 w e 1 .4 515 Wgg85 5: blY Al PI ; g P 1 g' x li ; ; 1 . i i lipi 'iA ; g : i iv g R 1! 21 e i §g 9 ; 1 ..-4 t ,7i ll ; 1 ! 1 :0 / til ; 8: /1.4 14! i ! ; ii 1 4 i .r. a ; IE = ; gls /8 1 a 3 a i !' g p a g$ a� s 1 ° g i! e 8 s W- it- inn g6 Qg xi s @ a 5 !N;� Ztl a � _ y1 �i W �p i T4° �k a a{ > < > a v : wmA218 a ! § is 24 Iii■;iI R ! d I0 x 1g do $ Si g wl i f � l egg 82 8 °° ° S ' Mi r0 > g X i a i8 a - a m = ggs j t. i b s ; z s 1 o;!. q%i; q4 ; q 1 g �_ gg a = q iR i; e 1 egn il gq ! gi 2 ''-'2 i gug W -x * pi stAfg Wee .. X i'4 22 i f8 IX M D i 1 i '"" g: 1 al 0 5 1 0 1 11 5' h m d d gg ga g Fm . a4" ga A W 2 2 8 A L O t y 4S AtX 4 41 . ri n n d . ? _ N .{ . A . : d (/') _ N .1 i d d r d c. C ri N ^! 2 ri 2 1 i ! ie, 1 R; t g i ! ilx ‘,. 1 15t! 0 : .i. gh g62g l' i s1 3 4 u: A gig i1 ! -m ySp� < > W 4 t b Zia 1 1 g 11 E : a ;i a G 1 IaN1 Og 3 i W a 4 1 'i 41 0 iF g E yi $ 2 �1 x F s < z 8 7 E i x, . 4R 2 gl w 4 li ! ii il 4 0 i gi igie a g: i $ ''i-N'A -- 11 ,!. 4 g Pi 1 °I 4 1 g 4 i ' fm V 'I !A ' ' ii i 4 1g 1 § 0 g gi i 1 -g 11 N Vi • - P^ / 4 i -i o %' 1; 5 g i i 1 gi'IY V � > p < ZS <° � .n �W s f5 i yCU p" 4 s so y . z cs z y t VO . W_ 07� 3 V VW i i b iF A , < i O " ' a i84 _ i '- p 1 �: d ds str _ as ;11R ; g= ! iris w 5, s Ygw i w V _ F b o i o 4 ° is g sY _' ik r 1g ' g< ai li g e N0 ~O a 4 :g =i : sg it,` ip v * 62 e 6 • gV ; � W g$g W9 g% 2 g Q o = H II � � � tea _ �� as � � � � ;s! � s �� a R� Z sm 1a m.' g 1 ° '. °1 _ 1 i �i ga ET E5 {1 1 a s 5wm l�s ! .� Og x �Yj AE a a 1! y /, u3( l� it W� "' b��0 s NA X. , ¢$, Z 8 .`U : i8 i i �p 7� _ Cyan tge "`` A � �g p b F° >� g ,j, u h .code g q �2 Ti 3+ i 30s 4 i IE y'' 'Y8 2iC ° J 3' i I g A i 3 F� $ 8< ; z . . . , d . ° - _ V. . ,1 2 _ 2 g n d r g A H A R n n X < _ N .; U N 0 g a 1 gi08 W∎ it qa ! o 'i . o f a s= ! � S m„= s ,w ga m y°�i? � 2 � 2 !d 3 �o'� �l Rs F Fri Mt � ck p In q _ ill i 1g it �a ! / 15 i 11 :/ 8 41 E ilQR Wsg �- g d s I ,. a $ 1 / 1 � : 'z g i a, i ll w 3 +�VI 3 i "a 2 ';g 8>.m a 1 Ig ”" i g, iii 2 1> E0 2PE_ igl 01 g _ �; 4W all zi em, ! < : v i 14 i p _ m1 0i0 i sip ilt r g l 4 1 Xi, k gig 44g z C O al w q io j� Y F ` IN T4 N iF 6 g- iK t kg 2 gild 4!,§ o ' ligH0 1 0 g § i ; i isg 1 x ip z g Ill Pi al 0 q gax fllxi wn x a > w # - —J - 11 1 ° g « J ,,, g C7 _ .+ • 4 r ,. d a W 7 S '_" W C a s g it it w _ N .s r A • FOUNDATION, EXCAVATION AND BACKFILL NOTES STRUCTURAL STEEL NOTES TEATEA'ROOFNG NOTES 1. ALL FINAL GRADED ROPES SHALL BE A MANNA F 3 HORIZONTAL 10 1 VERTICAL I. ALL STEEL VON SHALL BE IN ACCORDANCE MM THE LATEST EDITION OF ME RISC YANIUAL OF STEEL CORETRUCTXDW STEEL Spri nt� SECTIONS SHALL BE N ACCORDANCE TIM ASTM AS INDICATED BELOW 1. NEAMERPROOFNC CONECTORS AND GROUND KITS 2. ALL Ed:AVA10IE PREPARED FOR PLAGEIENT OF CONCRETE SHALL BE CF UNDISTURBED SOUS,SUBSTANTIALLY HORIZONTAL W-SHAPES: ASTI A992 50 KS NO FREE FROM ANY LOOSE.INSURABLE MATERIAL OR FROZEN SOTS,AND TATHOUT DE PRESENCE O POUNDING WATER. ANGLES,BARS CHANNELS: ASTM A36,36 K9 A ALL CONNECTORS NID GROUND KITS SHALL BE WEATHERPROOFED USING BUM RUBBER WATERPROOFING AND TAPE. DEWAIERNG FOR MESS(RETIE)WATER SRN'BE PROMO MEN REOURED.COMPACTOR C SOUS UNDER CONCRETE PAD HSS SECTIONS AS1Y 500.46 K9 THIS NISTNLATON MUST BE DONE Al ACCORDANCE MM ME MANUFACTURER'S RECOMIENDADON OR AS SHOWN CN THE FOUNDATIONS SHALL NOT BE LESS MM 95%OF TIE HOOFED PROCTOR MAXMUIA DRY DENSITY FOR ME SOL IN ACCORDANCE PPE SECTIONS AS111 A53-E.35 K9 CONSTRUCTION ORAWNCS(WNC/EPER E GREATER).F NO DIRECTOR IS PROVIDED,TEAT)ERPROOFNIG MUST BE DONE PER TM 11 I1 II I\I S ASTIR D1557. THE FOIOM4G NSLRUCTIONS 2. AU.EXTERIOR EXPOSED STEEL NO HARDWARE SHALL BE HOT TIPPED GA.VANIAAD. t THE COAXIAL CABLE CONNECTION OR GROUND HOT CAN BE ENCOMPASSED INTO CORD LUTING NO COYPIEIELY TRAPPED I CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL F INADEQUATE BEATING CAPACITY IS MTh 2 P101 VIDE OVINE CAL TAPE OVND KIT CA EACH ROW BY D INTO? LATELY g' NO COIRETG PAST THE REAPED AT THE DESIGNED EXCAVATOR DEPTH TIE UNSATISFACTORY SOL 9141 BE EXCAVATED TO ITS FLAT DEPTH AND 3. ALL TELDNG SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SNAIL CONFORM TO AEC.WHERE FILLET WELD CONNECTION 2 IN BY TWO NOES AS DISCUSSED BOOR OR OTHER BE REPLACED NM MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE RIO WHIM SIZES ARE NOT SIOMN,PROVIDE THE NNMUM SIZE PER TABLE.24 N ME RISC"%um&OF STEER COMSTRUCTON".PANTED CONCRETE OF TIE SANE TYPE SPECFED FOR THE FOUNDATION.CRUSTED STONE MAY BE USED TO STABILIZE THE BOTTOM OF SURFACES SHALL BE TOUCHED L . 2. THE COAXAL CABLE CONNECTION OR GROUND TOT CAN BE WRAPPED NTH LAYERS C ELECTRICAL/BUM 11E DICAVAITON MY STEW SIR BASE MATERIAL.F USED,SHAT NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW,OR GENERAL DYNAMICS 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/TW ASTY A 307 BOLTS UNLESS NOTED OTERMSE.. J. ME COAXAL CABLE CONNECTION OR GROUND KEY CAN BE TRAPPED NTH 7W0 CATERS of t.5 NCH WOE 4. ALL EXCAVATIONS SNAIL BE CLEAR OF Ut9JTAB&E MATERIAL SUCH AS VEGETATE/I TRASH,DEBRIS.AND SO FORTH PRIOR TO SELF-OAXIAL CABLE TAPE COVERED OR VON TWO LAYERS OR RAC7RIGIL TAPE AS DLSWSSED BELOW. WIRELESS SERVICES BACK RUNG BAD(Ell SNAIL CCOEST OF APPROVED MAIEAALS SUCH AS EARTH LOAM SANDY CLAY,SAND AND(RAVEL, 5. REED AOOFlCATIONS ARE TO BE COATED NTH DNC ENRICHED PANT. OR SOFT SHALE FREE FROM CLYIS OR LARGE STONES OVER 2 t/2'MAX ONE/ OS.ALL BACK PLL SHALL BE PLACED N 6 COLD 91RNK NSTALLATION PROCEDURE: COMPACTED LAYERS. T.REQUIRED MATERIAL: COD 9RI N TUBE.SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 NOES WOE S ALL FEE WTE7IALS MO FOUNDATION BACK nu SHALL BE PLACED MAXMUM 6-THICK EFTS BEFORE COMPACTOR EACH UFT 2.REQUIRED TOOLS: KNIFE AND TAPE MEASURE N," SOUL BE W:TRD F REQUIRED AND COMPACTED 10 NOT LESS THAN 95%CF THE IODATED PROCTOR MAXIMUM DRY DENSITY CONCRETE MASONRY NOTES FOR SOIL N ACCORDANCE MM ASTM D1S57. STEP 1: THOROUGHLY CLEAN MO DRY THE SI/FACE OF COAXAL CABLE NO DETECTOR TO REMOTE ALL(RUSE AND ' 1. CONCRETE MASONRY UNITS SHALL BE WEDRJ WEl 11(HIS CONFORNNG TO ASV C90.GRADE N-I.(F1-1,500 PS).MEOW DOLT.PARK THE MAN FEED(LARGER GAYEER COAXAL CABS AT LEAST 7b NOES ABOVE THE CONNECTOR AS THE 6. REN Y PLACED CONCRETE FOUNTAINS S SHALL CURE A NNW O 72 IRS PRIOR TO BACK FTWNC. WDOHT(115 P6). SEEMED START DTTIEINASNOPN FOR TIE CORD #1, STEP 2 SIDE THE COD%TIN(TUBE OVER THE PPE-CCRNECTONZED 00 OF TIE LARGER DIAMETER COAXAL CAME 7. PINGED GNAONG SHALL BE SLOPED 70 PROMO P091 WE DRNUGE AND F EVENT STANDING WATER. THE FINAL(FRESH) 2. MORTAR SHALL BE TYPE'S'(IMAM 1.800 PSI Al 26 DAYS). PRIOR TO WING CORRECTOR NIERFACES MAKE THE CORRECTOR. m a r t I i n k ELEVATOR CT SLAB FO NDATK/4 GULL SLOPE AWAY N ALL DIECTIMS FROM THE CENTER.FINISH GRADE OF CONCRETE STEP 1 REMOVE WAX PAPER FROM A SPACER HALF NO PRESS ONTO COAXAL CABLE DRECAY BElTIO THE PADS SHALL BE A MAXIMUM OF 4 NOES ABOVE RANI FINS(GRAPE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO 3. GROUT 9011 HAW A YNNUM COMPRESSIVE STRNGTH OF 3,0X0 P9 Al 2D DAYS. CORRECTOR. ROVE THE WAX PAPER PROP THE OTTER SPACER HALF AND AAX1 7/E TWO SPACER HAVES MM (STABLER SPEfFED ELEVATIONS METE REQUIRED. 4. ALL CELLS CONTANNG REINFORCING STEEL OR EMBEDDED ITEMS A ALL CELLS RETANNG WALLS AID WALLS BELOW GRADE ADt£SIVE PORTIONS FACING EACH OTHER. PRESS TE SPACER HALVES TOOTER. THE SPACER RILL BE PLACED NEXT AND N & WILY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED TM GEOTEXTKE FABRIC TYPE iVPAR-3401 AS SHALL BE SOLD(ROUTED. TO THE CORRECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SCE. 14432 SE EASTGATE WAY.9NTE 260 NWWFACitRED BY'CONSTRUCTION MATERIAL 1-800-239-3841'OR M APPROVED EQUVAIEIT,SHOWN ON PLANS.TIE STEP 4. SLOE 1IE COD SITTIK TUBE OVER THE CONNECTOR TO TIE SPECIFIED START WONSION MARK.HOD THE BElLEVUE WA 9/007.6493 GEOTEXT E FABRIC SHALL,BE BLACK N COLOR TO COMET THE RECURRENCE OF VEGETATIVE GROWTH AND EX1EIC TO MTHN 5. ALL HORIZONTAL RENFORCEYENT SHALL BE PLACED N BOO REAM OR LINTEL REAM UNITS COD STOW TUBE AND COAXAL CABLE N ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS N LNE TAM THE TEL:44a)274-44W FAIL'(426)274-446 1 FOOT OUTSIDE THE SITE FENCNG OR ELECTRICAL GROUNDNG MIER PERIMETER INCH EVER IS GREATER.AU FABRIC SHALL MARK BE COHERED WITH A ITN/NN O 4 DEEP COMPACTED STOKE OR GRAVEL AS BEEOFED.LE.FOOT TYPE No.57 FOR FORCED 6. VIET GRO JUNG IS STOPPED FOR ONE HOUR OR LONGER,HKINZONTAL CONSTRUCTOR JOINTS SHALL BE FORTED BY STOPPING STEP 5: NM YOUR FREE HAND,BECK REMOVING COD LURING TRIBE CORE.THE CORE RILL BE REMOVED BY OMWINDNG PROTECT INFORMATION: COPQID:FOOT TYPE Na 67 FOR ACCESS DAVE AREA TIE GROUT POUR 1-I/2'BELOW TOP OP THE UPPERMOST UHT. IN A CO NTEA0.0q(NSE DIRECTOR WRITE UGHEY PULLING THE ATTACHED COO AWAY FROM THE TUBE NEPAORI:VISION MM86 LAUNCJ I 9. N ALL SEAS 10 RECEIVE Fit.REMOVE ALL VEGETATIVN,TOPSOIL DEBRIS,NET AND UNSATISFACTORY SOL MATERIALS, 7. ALL BOND REAM BLOCK SHALL BE'DEEP WP UNITS STEP 6: USE BOTH TWOS 10 CONTINUE THE UNWINDING PROCESS AS If COD SINN TUBE BEMIS TO COLLAPSE OBSTRUCIMS,AND DELETERIOUS MAIERULS FROM GROUND SURFACE PLOW STRIP OR BEAK UP SLOPED SURFACES STEEPER INTO POSITION CONINUE THE UIIINONG PROCESS UNTIL TIE CORE IS COPLEIFLY REMOVED AFO TIE COLD SRI( D R. TUN 1 VERTCA TO 4 HORIZONTAL SUCH THAT FLL MATERIAL TTL BRIO 11TH EXSIING/PREPARED SOL SURFACE. 8. PROVIDE INSPECTION MO CLEAN-WT HOLES Al BASE CF VERTICAL CELLS HAVING(ROUT LETS N EXCESS OF 4'-0.OF TUBE IS/STALLED. WIGHT. STEP 7: EXCESS COD SHRINK TUBE EXTENDING NO(NOES BE' l)THE SPACER HAVES CAN BE REMOVED OR LEFT 1O AMEX 918 GLADE DR PREPARED TO DEPT SURFACE HAS A DENSITY ISi THAN THAT AAD/ FOR RE FALL MATERIAL F E E L G OO D SCARIFY THE GROUPED SURFACE 10 DEPTH REWIRED,RLVERIZF.YOSTUE-CONDITON MD/Olt AERATE TFE SOUS AID 9. ALL GROUT FIALL BE C015011DAlED NTH A IEt7fANCAL ORATOR. N PLACE.EXCESS COD SMIRK FIRE CAN BE CAREFULY GUT OFF WITH A KNIFE RE-COMPACT TO THE WOUND DENSITY PRIOR TO PUCEIONT CF FILLS STEP& TRAP OVER DE COLD SHRINK TUBE NTH ORE LAYER OF BIRO(ELECTRICAL TAPE 2 NCH NOM OVV4LAPPNG 10.CEMENT SHALL BE AS SWOTTED FOR CONCRETE EACH ROW BY 1/2 NM. THE TOP LATER MUST BE TRAPPED USING A SPACED EFFECT. 11E LAVER SWELL BE 11.N AREAS DITCH EXSING GRAVEL SURFACNC IS REMOVED OR DISTURBED DIALING CONSTRUCTION OPERATIONS,REPLACE GRAVEL WRAPPED SO THAT DE ENDS ARE N THE UPWARD ONECTKN CLEATING A SIMM(LW EFFECT NTH THE TAPE SO WATER POfi3XC002 SWFAFIG 10 MATCH AWKXENT GRAVEL SURFACING AND RESTORED TO THE SAYE M00E55 MD COMPACTGH AS SPECIFIED. 11.RENFORCNG BARS-SEE NOTES UNDER'STRUCTURAL CONCRETE/0113'FOR REOl1RE1EH1S TILL BE REPELLED NO NOT ALLOWED TO COLLECT AID POOL.INS TOP LAVER GE ELECTRICAL TAPE MUST EXTEND 1T0 ALL RESTORED GRAVE_SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES NOES(TE TAPE ROTH)PAST THE COLD SHIN TUBE ONTO DE UNDERLING CABLE TAPE STALL BE TRAPPED SO 12 EASING GRAVEL SURF/COG MAY BE EXCAVATED SEPARATELY AND REUSED MM 11E CONDITION THAT ANY UNFAVORABLE 12.PROVIDE OPE BAR DANCER(A MINIAN OF 1/2)GROUT BETTED MAN RUNFORING AND MASONRY UNITS. THAT NO VOIDS OR AN PACKETS Al E PRESENT.TAPE 9LALL BE GUT NTH A 9UIP KITE. 13680 SW PACIFIC F7UVY MOUNTS OP ORGANIC MATTEL OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE FURNISH ANY AOOTOAAL 11 LOW LIT CONSTRUCTOR,MAXIM(ROUT POUR HEIGHT IS 4 FEET. [ BUM RUBBER TAPE INSTALLATION PROCEDURE: TIGARD,OR 97281 1.REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 NM TOE MD BUTYL RUBBER TAPE 2 TO 3 NOES MDE I••l II I 11 L. GRAVEL R61KfACTC'MATERIAL AS NEEDED>b PROLIX A FULL DEPTH CDLPAC 05/21/13 II(RAVEL 9JB 9 ACE 9WL BE PREPARED TO REQUIRED COMPACTION MID SUB GRADE ELEVATIONS BEFORE GRAVEL 14.HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFI'RMNIGE NM PROECT SPECIFICATIONS AND SECTOR 2104.6.1 OP 2.REQUIRED TOOLS KNIFE OR SCISSORS S. NJG IS PLACED AND RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND MY U.B.C. DEPRESSIONS II 11E SUB K SHALL BE FE11U AND COMPACTED MM APPROVED SELECTED MATERIAL GRAVEL SURFACING STEP 1: THOROUGHLY CLEAN AND DRY TE S RFACE OF ODAXOAL CABLE AID CONNECTOR TO REMOVE ALL dEA.SE AID 15.ALL CELLS N CONCRETE BLOCKS SHALL BE FILLED SOLD WITH GROUT.EXCEPT AS NOTED N TIE DRAMNGS OR DIRT.TRAP O NNECTOR/GROND KIT NM TRIO LAYERS OF BLACK El ow&TAPE-2 NCH NM OVERLAPPING EACH MATERIAL SWELL NOT BE USED FOR FLUNG DEPRESSORS N DE SUB GRADE. SPECACAT10N5. ROW BY APPROXIMATELY 1/2 NCH THESE LAYERS OF TAPE MUST BE TRAPPED 11011 ENOUGH SO MAT NO VMS OR I-1ILl7 FOR_ 14.PROTECT EXSTWl)GRAVEL SURFACING NO SUB GRADE N AREAS WHERE EWPYENT LOADS WTl OPERATE. 16.CELLS SHALL BE Al VERTICAL ALIGNMENT,DOYELS IN FOOTNGS 91µL BE SET TO ALUM MTH CORES CONTANMNG RENFORCNG AR PACLQIS ARE PRESENT AND MUST DODO OPE INCH PAST ME CONECIOR/CRO11D KIT ON EACH 90E.NO ROWS CONSTRUCTION STEEL SHALL BE APPLED,ONE N EACH DIRECTION,TM TIE TO'ROW SINGLED TO PROMOTE WATER RUNOFF. IS DAMAGE 10 DEING STRUCTURES AID/OR U1U1ES REMISING ERN CONTRACTORS NEOLGHCE SHALL BE REPAIRED AND/OR STEP 2 TRAP CONNECTOR/(ROUND KIT NTH ONE LATER OF BUTYL RUBBER TAPE(2 TO 3 NOES MOTH)OVER THE REVISIONS REPLACED TO DE(MINERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 17.REFER 10 ARCHITECTURAL DRAMNGS FOR SURFACE AND IEVOII OF UNITS,RAMC PATTER AND MINT TYPE. BACK ELECTRICAL TAPE OVERLAPPING EAM ROW BY APPROXNAIELY 1/2 NCH THE BUTYL RUBBER TAPE MUST REV. JAIL I DF_SCHPTION IUNALS 16.ALL SITAgE BORROW MATERIAL FOR BAD(ELI OF DE STE SHALL BE INCLUDED IN THE ID.DCCSS 10PSOl AND 1&SAND SHALL BE CLEAN,91ARP AND HELL GRADED.FREE FROM RNTRTOUS AMOUNTS OF DUST,LIPS,SHALE,ALKALI OR EXTEND 2 TO 3 INOlES (THE TAPE WIDTH) PAST TIE ELECTRICAL TAPE MAX COME IN GOOD CONTACT NTH THE UNSUITABLE RATIONAL SHALL BE DISPOSED OF OF SITE AT LOCATIONS APPROVED BY GOVERNING MENGES AT NO ADDITIONAL ORGANIC MARIAN. UNDERLING CABLE. ON CORRECTORS, WHEN TEATEAPROORG FROM DE MAN LNE TO TE JAPER, BUILD UP THE 0 11/01/12 901E CONSTRUCTION DRAWNGS CSD COST TO TIE CONTRACT. AREA WITH EXTRA BUM RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AR PACKETS DOT/ TO 19.BRICK 91(411 CONFORM TO ASTI C-62 AND SHALL BE GRADE MW OR BETTER. THE SMALLER OAMCIER CABLE. 1 05/15/13 TOOK CONSTRUCTION DRAWIN.0 JD STEP 3 WRAP CONNECTOR/GROUND KIT NM TWO LAVERS OF BLACK ELECTRCA TAPE 2 NCH ROTH OVERLAPPING EACH ROW BY 1 NCH.*ESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT.ME TOP LATER MALL 2 D5/20/13 100%CONSTRUCTION DRAWINGS TB BE WRAPPED SO THAT IRE ENDS ARE N TIE UPWARD DIRECTION CREATING A SINNED EFFECT NTH 1HE TAPE SO WATER MU.BE REPELLED AND NOT ALLO I D TO COLLECT NO POOL. THESE TOP LAYERS CE ELECTRICAL TAPE MUST STRUCTURAL CONCRETE NOTES EXTEND TWO NOES(7K TAPE TOM)PAST THE BUM RIBBER TAPE ONTO TIE t C€ALING CANE_ , ALL LAYERS OP TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AR PACKETS ARE PRESENT.TEE LAST TRAP OF TAPE 1. ALL CONCRETE WON SHALL BE IN ACCORDANCE NTH THE AO 301-05.AO 318-05 AND THE SPECTCA1ION FOR SHALL NOT BE POLED OR STRE101ED.ALL TAPE 9041 BE CUT NTH A 91NP ONE OR SQS5Ot5. ENVIRONMENTAL NOTES CAST-114-PLACE CONCRETE. a SELF-AYALGAMATNNG TAPE HNSIALLADOR1 PROODIIRE NOT FOR CCON T(N�RlON LH SEES 2. ALL CONCRETE SHALL HAVE A WIIW&M COAPRESENE STRENGTH lo'-3,O00 PSI AT 28 DAYS UNLESS NOTED O111ERWLY. T.REQUIRED MATERIAL SELF-AMALGAMATING TAPE-1.5 NOES TOE AND BLACK ELECTRICAL TAPE-2 RILES TOE. I. ALL TTORK PERFORMED SOUL BE DOZE N ACCORDANCE NTH ISSUED PERMITS NE CONTRACTOR SHALL BE RESPONSIBLE FOR 2.REQUIRED TOOLS KNEE OR SOSSORS I , I\,I II:I PAYMENT 6 FINES NO PROPER CLENI LP FOR AREAS N NOLAN:N. 1 RENFORCIRG STEEL SHALL CONFORM W ASTY A 615,GRADE 64 DEFORMED UNLESS NOTED OTIERM6E TIDED TARE FABRIC `� D PRO r� SMALL CONFORM TO ASTM A 185 TELDED STEEL TRE FABRIC UNLESS NOTED OTHERMSE SAUCES CLASS-B'AND All HOOKS STEP t THOROUGHLY CLEAN AND DRY DE SURFACE OF COAXAL CABLE AID CONNECTOR 10 REMOVE Al.GREASE AID R F 2 COHORACTOR AND/OR DEVELOPER 94N1 BE RESPONSIBLE FOR CONSTRUCTION NO WRITE-NANCE OF EROSION AND SHALL.BE STANDARD UNLESS NOTED OTERTSE. DIRT. SON EMATION CONTROLS WING CONSTRICTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS STEP 2. START WRAPPING S0E-AMALGAMATING TAPE ON THE CABLE Al LEAST 2 NOES FROM ME \C.� �N G I N EFL 0./ NO 9iALl BE RANTATED N PLACE THROUGH FINAL JWSOICTIONAL INSPECTI N A RELEASE OF 91E 4. THE FOLL.OWNG IINYUM CONG%1E COVER 9W1 BE PROVDED FOR RDNFORCNG S11IL UNLESS SOWN OTHERWISE ON DRAWNCS COIECTOR/GRQ/O Kg.MAKE SUE TAPE IS STRETCHED TGHT ORM THE AFFIXATION. �AJ- 1 CONTRACTOR GULL INSTALL/CONSTRUCT ALL NECESSARY SEONENT/SILT CONTROL FENDING APO PROTECTIVE MEASURES WTNN STEP 3: WILE SIREIO P T TAPE, MARE ONE TRAP OF THE TAPE MONO 1HE CABLE. YAKNG SUE THE TAPE B -k- DE MIS OF 91E DISTURBANCE PRIOR TO COISTRUCIIGN. CONCRETE CAST AGAINST EMIH._.__._..3 N. TRAPPED ONTO ITSELF.THE TAPE TILL MY ADHERE 10 ITSELF. 1:7 4. NO SEDIMENT GULL BE ALLOWED TO DOT THE PROPERTY.THE CONTRACTOR IS REPSONBLE FOR TAKNG AOEWATE MEASURES CONCRETE EXPOSED TO EARTH OR WEATHER STEP 4:CONTINUE TRAPPNG THE CABLE AND CCP/PECIOR/GROLNO KIT USING HALF OVERLAP(O75 NCH VIBE)LAYERS. 78455PE FOR CCNTROLUNG EROSION ADDITIONAL SEDMENT CONTROL FENCING MAY BE REOURED IN MY AREAS SUB.ECT TO EROSION. /6 AND LARGER.........._..2 NHL STEP S WRAP OVER AND PAST THE CONNECTOR/GRAND KO AT LEAST 2 NOES ID i _ /5 A SMALLER&N _.._......1 1/2 N. UV S THE CONTRACTOR E RESPONSIBLE FOR MANTANNG PO9TIVE ORNNAGE ON THE SITE AT ALL RTES NTH SILT AND EROSION STEP 6: TO TERMINATE TIE SEE-AMALGNUTNG TAPE.WRAP THE TAPE AT LEAST DALE FULL RORO OVER THE CABLE �'1 I �/� CONTROL MEASURES MAWTANED ON DE DOWNSTREAM 9DE OF 9E DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A CONCRETE NOT EXPOSED TO EARTH 0R WEATHER OR NOT CAST AGANST THE GROUND STRETCHING ME TAPE TIGHT. WT TW TAPE USING KNIFE OR SCISSORS AND APPLY 1 LOOSE END TO THE `IU'!,fjf u RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS DC ENSE SLAB MO WALL............_3/4 N UNDERLING SW-AMALGAMATING TAPE USING TOW PRESSURE. BEAMS AND COLUMRS._.__._.1 1/2 N. STEP 7: TWO ROWS OF SELF-AMALGAMAING TAPE SHALL BE APPLIED N THE YMIER, IN ALIERNATNIG DIRECTIONS (P So L CONTRACTOR 9WL BE RESPONSIBLE FOR DALY INSPECTIONS AND ANT REPAIRS O'AU.SEDIMENT CONTROL MEASURES TIE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE N AN UPWARD DRECTON(REATNG A SNUGGED EFFECT O TNQUONC SEDTONT REMOVAL AS NECESSARY, 5 A 3/4'CHAMFER SHALL BE FRONDED Al ALL EXPOSED EDGES OF CONCRETE U.N.D.N ACCORDANCE NTH AO 301 SECTION NTH THE TAPE SO WATER MU.BE REPELLED. A OREGON 4.2.4 p Q 7. CLEARING OF VEGETATIVN AND TREE REMOVAL SHALL BE ONLY AS PERMUTED AND BE HELD TO A NNMUM.ONLY TREES STEP & WRAP OVER SELF-AMALGAMATING TAPE NTH LTD LAYERS OF BLACK ELECTRICAL TAPE- 2 1401 0.M ��MB E R 1 J NECESSARY FOR CWSTFUCTON OF THE FACILIIES 9401L BE REMOVED. 6. HOLES TO RECEIVE EXPMSON/LEDGE ANCHORS SHALL BE 1/6'LARGER N DIAMETER MM 11f ANCHOR BOLT,DOWEL OR ROD OVERLAPPING EACH ROW BY 1 NM.THESE TOP ONO LAVERS MUST ALSO BE TRAPPED USING A SINGLED EFFECT.TIE /F'�L7 AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS 9004 ON THE DRATAPKS. LAYERS SHALL BE TRAPPED SO THAT THE EPOS ME N TIE UPWARD[BECTON C EATNG A 91PIEED EFFECT NTH & SMITE SAID MULCTING NO/C R SODDING O'THE STE NU.BE ACCOPLISED AS SOON AS P059BLE AFTER COMPLETION O DE TAPE SO WATER NLL BE REPELLED AND NOT ALLURED TO COLLECT NO POOL.THESE TOP LAYERS CE EUFLIRICAL THE PROJECT FAOLITES AFEECTNG LADE DISTURBANCE. LOCALE AID AVOD CUTTING EYEING REBAR THEN DRI.LNG MOSS N ELEVATED E SLABS. TAPE MUST D(TENO TRIO NICHES(THE TAPE WIDTH)PAST DE SELF-AMALGAMATING TAPE ONTO THE MOLTING CABS l q D I AG�� /..11,411 7. USE AND INSTALLATION OF CONCRETE EXPANSION/TI DCE ANCHOR,SHALL BE PER IC90&YAMUFACTUER'S WRITTEN ALL LAYERS 6 TAPE SHALL BE WRAPPED SO THAT N)KIDS CR NR PACKETS ARE PRESENT THE LAST TRAP OF TAPE 9. CONTRACTOR SHALL PROVDE AU.ERO9DA AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND RECOYEIOED PROCEDURES. SHALL NOT BE PALLED OR SDEI'CNED.All TAPE SHALL BE WI WITH A SOUP KNEE OR SCISSOR. ' STATE CODES AND ORDINANCES TO PROTECT EIO N(MENTS FROM SOL LOSS AND TO PREVENT ACCUMULATION OF SOL M0 SILT N STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA THE MAY MAUDE 51/ON MEASURES AS SILT FENCES,STRAW BALE SEDIMENT BANNERS,NO CHECK DAMS RENEWAL DATE: _- -- tD.NP RAP OF SIZES LOCATED SHALL CONSIST CF CALM.HAD.SOUND,DURABLE.UNIFORM N QUALITY STONE FREE OF MY -- DETRTA04TAL WM1RY OF SOFT,FRIABLE,MN,ELONGATED OR LAMNATED PIECES,DISINTEGRATED MATERIAL,ORGANIC SHEET TITLE - MATTER 0.ALXAU,OR OTHER BELETER10115 SUBSTANCES GENERAL NOTES SI MEET NUMBEEL R.EVIS OOt N-2 2 '063XC002 THE INFORMATION CONTNNED IN THIS SET OF CONSTRUCTION DOCUMENTS E PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. : t' Sprint>DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAID SURVEY.AU.PROPERTY INES, EASEMENTS,AND SETBACKS SHALL BE VERFED PRIOR TO START OF CONSTRUCTION.REALCOM DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS AND \ SETBACKS. _PA'I`l`/L NOTES CJ ',�4 — 1. ALL(E)SPRINT COAX CABLES AMD ANTENNAS ARE TO BE GENERAL DYNAMICS `''�i\,�v7 RPMDVFDFROM THE SITE. WIRELESS SERVICES • 2. IF PRESENT,ALL(E)CLEARMARE ANTENNAS.MICROWAVE / P�� '' I�a+�r�i` DISHES AND COAX CABLES TO REIMN. ,r (E) SITE 4 '_�t'�,,I PAINT NOTES �„ // ��, ACC ESS 'YAW II�� PLANT NOTES: / " r� J T'• I. N)SPRAT EXPOSED ANTENNAS AND MOUNTING �,/ Q \ I�� HuYLDWARE TO BE PAINTED TO MATCH(E)SITE CONDITIONS Q. +\�'._ PER MOUNTING AR MARE TO BE PAULA RECOM MATCH( )SIT s m a r I i n k w .r 2. (N)SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND / .'r vier-� • CONDITIONS PER EEOUFBENT MAMIFDACTURER•S (E)SITE f(E) RECOMMENDATIONS. 14432 SE EASTGATE WAY.SUITE BLEVUE WA 781 Tfi:N )271144 FAIC(4?b)274449 PARKING ��off` NtO�CL.1-NTORPr1fTk)N LOT if" ♦♦ NUM OAK VISION IAMBS LAIN(l I N • DR. (E) SITE ' FEELGOOD N \(f,CCESS ` • P063XC002 0 N.., N 13680 SW PACIFIC HWY \ TIGARD,OR 97281 ` I�tiUL U4TC i vv X 05/2" /13 X hUCDfOR: CONSTRUCTION \ \ \ \ REVISIONS ♦ NEV. JAIL DESCRIPTION INMALS ` . % 0 11/01/12 9C% CONSTRUCTION DRAWNGS COD ` \ 1 05/75/13 100% CONSTRUCTION ORAWNGS J0 `\ N 2 05/X/13 100% CONSTRJCTION DRAWNGS TB N N ,' �© (E) BLDG NOT FOR CONLSTRl1CTgN MASS \\ N. , / ' 4r ♦ LABELED AS CONSTRUCTION SET .... /�, © } `♦` Lit[N4IRC PRO Ark \� 4 ,N,041S■1 -, \\ c��5� �NGINE�c� `ropy \`∎ �°a��4 /10./ \X �� 78455PE 9r N. to \ X L,) uLa tirm'^ ` "A) OREGON o° I N% �FMBER '\9 3 ■N IO N IIOAB, �q0 DIAG�N ` !) ci �71 4 \\ P� RENEWAL DATE: I • • SI ICU TTTLL 232•-3X•• P.L - ---am��-��NO4>•�MP-41 e WO E -- - -- - OVERALL. SITE PLAN SI UT NUMBER: RCVNON: 2 22%34•SCALE 1/16•■ 1•-0• N i i i i i i B, �_� 11-%1r SCALE: 1/32•■ I' o• 16 12 6 4 0 OVERALL SITE PLAN �063XC002 THE INFORMATION CONTAINED N TRES SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANT USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. a • Sprint) . 41101P OTiECACARRIER ' (E) BLDG (q EQUIPMENT Fr>rt (E)8'-0.11 GENERAL DYNAMICS wood FENCE—\\> (�ttZGO N-FRAIE <D��% (E)TEIm II-FRAME (E) BLDG �! (E)2'-0•mu WALL ! WIRELESS SERVICES ! (I)2•-0•Cu M WALL / (E) CONCRETE EQIAPIENT PAD / (E MONOPOLE (E)8'-0"W000 FENCE (E) CONCRETE EL/WOMB PAD ,, (E)I BE/IY5 (E MONOPOLE ' (E)8'-0'W000 FENCE #7 '-.:: ; '•. (E)ACCESS GATE .. .r .; �P. 3) `"; .SACC)ESS�� s m a r_t L i n k ▪ ! _, Y (��l � 14432 SE EASTOATE WAY.SURE 280 �• 4■‘‘, . (E) SPRINT CDYA ' REIEOVED N FPWL TB:(4�}2744414 FAX-(42502274.4449 a r \\ • ST, 7–(E)1 BEAMS •i 713A0 D-MARK `*• .' /BE REMOW I4 F / PIA[ T N[)R.MATIO t,,ir,`e• , V#,,,,, w/ 10DA WAN ' S ,\•, /� (N)SPRINT y M 100A YAN NCTNOR}:VUIOV WARS LAUNCH ,,` »""NEC` �, 1/ 10(ECT DR.• .. d• D may. �•.., (E),ICE BRIDGE ; , (a . i F E E LG OO ✓ S a ‘,' ,oa i i P063XC002 �`a SIX II011m r '� " •� fl ! 13680 SW PACIFIC IIYW TIGARD,OR 97281 NAIL DATE: 05/2 /1 .5 - NsU[o FOR: CONSTRUCTION zriJ4"SCALE: 'e- v-0 EXISTING EQUIPMENT PLAN 22""34"SALE` '/6"■ '•-0" '''' NEW TEMP. EQUIPMENT PLAN INTERIM I t1�Itr SCALE: vie- i•-o• 6 4 2 0" 6' 11.3(17-SCALE: 1/16'■ 1.-o' 6 6 4 2 0 6' { ) 2 REVISIONS kLV. JAIL DLSCRW'gN IV1ML5 MOIL STRUCTURAL ANALYSIS MUST BE PERFORMED ON MI ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS,&NEW CABIIEIS/TEYPORARY 0 11/01/12 9CR CONSTRUCTION DRAW NGS CSD PLATFORM.STRUCTURAL ANALYSTS PROVIDED BY GENERAL DYNAMICS. 1 00/15/13 100% CONSTR'.ICTION DRAWIN.Cc .10 2 05/2C,13 100% CONSTRJCTION DRAWINGS TB EXISTING ITEMS TO BE REMOVED IDEN ANTENNA (3 TOTAL,1 PER SECTOR) COMA CABINET t BBU CABINET 1 (E)EQUIPMENT FOR MICROWAVE CABINET 0 LABELED CONSTRUCTION ICIN-SET 0DER CARRIER (E) BLDG COAX CABLE (3 TOTAL,1 PER SECTOR) �woou Fu10i'c'�E' / (E)TELCO N-FRAAE Lk[NsUR[: ��,�) PRopess �; (E)2'-0'CMU WALL / - (E) CONCRETE EQUIPMENT PAD ��s ) 4�G I N EFL A'cj (E)IIOIEOPOLE / (E) 6'-0"WOOD FENCE _!� �'BEAMS (N) SPRINT �' 78455PE 9C' K. ,� \ !A '• / ®(N)SF8140 MMES , til �o %" E)ACCESS GATE F.o OREGON �� ', EDP 3> L EMBER \ J � , _ (E)TELCO D-MARK L'9 0 D I AGOG i 0l1 S 40ii, 7) DISCONNECT V .1;� ;' RENEWAL DATE: ..- - - . ; lb, (E)ICE BRIDGE i 14•a /y ..\ // 1a7 sI I[[1 TITLE r� y •` ,�, ,• . ENLARGED _ EQUIPMENT PLANS `�� Si ICCT NUMBER R[VGION: •22"a34"SCALE: '/6•- '*-0 : y- NEW EQUIPMENT PLAN(FINAL) NOT USED �063XC002 wor SCALE: 1/16"_ 1'-0" 6 6 4 2 0■6' Q { 3 4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 6' . Sprint). N. snl\nsunlc GENERAL DYNAMICS (E) SPRINT ADEN ANTENNA WIRELESS SERVICES TO BE REMOVED IN FINAL (1 PER SECTOR. 3 TOTAL) ® 0 4.. \(E) 4ADO BE 0 84'-0•SPRI NT RAD CENT ER /I' ■, ..„.... , t smartlink `�\,�O V ,I 14432 EL.EWE EASTGATE WA WAY.SUITE 260 0 ® BELLEVUE WA 96C07-6493 AY.S IT 78:H2s)2744444 FAX MO 2744449 \&& /__ ® PRO)C(:T INLORT o' 7TH* E NUM ORK VbloN AWNS LAUNL..1 I t h0. DR. FEELGOOD MITE W446110 P063XC002 ��\ TIGARD,OR 97281 1_ ISSUE DATE 05/21/13 NSUU7roIL CONSTRUCTION 22%34"SCALE: 3/4 - ,-o• � EXISTING ANTENNA PLAN I 22"x34• SCALE: 3/4" - 1'-0" NOT USED 12 11"x17-SCALE 3/8• - 1'-o• I. 6 0• 1• 11'x17•SCALE: 3/8" - 1'-0" ,' 6 0' ,' REVISIONS REV. DATE DESCRIPTION NOTE I , 0 11/OL/t2 9CR CONSTRUCTION DRAWINGS C:,.. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS. FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS. NEW RRUS. 3 NEW CABIETS/TEIigMRr RRUS TO BE INSTALLED BELOW-SEE ELEVATIONS. PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. 1 05/15/13 100%CONSTRUCTION DRAWINGS in ' EXISTING ANTENNAS ARE COLA UNLESS NOTED OTHERWISE. 2 OS/20/13 100% CONSTRUCTION DRAWINGS TB NEW SPRINT ANTENNAS INCLUDE RESPECTTS RRV'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1. SHEET A-6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA. IF REOUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. /EMS; ALL RI RZIMIRHS ARE TO BEE ANTENNAS. CLOCKWISE IOR TO TROTH THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW TOWER UN CEON I AND ERANALYZED" WITH SPRINT PCS NOT FOR CONSTRUCTION UNLESS PRIOR TO L ENGINEER 0 ANTENNAS. PRIOR ATTACHING ANTENNAS AND MOUNTING SECTIONS, SHALL TOWER MID TOWER F AD EL ON MUST BE ANALYZED BY A LICENSED LABELED AS CONSTRUCTION SET STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SMALL REFER TO TOWER 3 STRUCTURAL CALCULATIONS FOR ADDRIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENCBEER. I k 1\�Ul:f 0. rF " (N) SPRINT 1900MHz DUAL ANTENNA �`�O P�Or`S (1 PER SECTOR. 3 TOTAL TAP.) NA ��5' (<51'°) �NGINEF� sips T� RRU / HYBRID CABLE SCHEDULE FREcupicy_ HYBRID CABLE mimeo G1aE JAPER ARIPER RET RET CARE RET CABLE (5)RADOME BELOW TO REMAIN ALPHA RRM-czA a RRF1-P , LENGTH p"ET"` LENGTH,LENGTH ACT""�Y0° . 78455PE r 4()800MHz&(1)1900MH 100' N/A 1/2" 6' 9.8' COMMSCOPE RET ASGJ1.0 / 4.1= BETA RRH-C2A kTRH-P4(1)BOOMFI:&(1)190011H 100' N/A 1/2' 6' 9.8' COMYSCOPE WET A5N2.G II ,4 (N)VALMONT CHAIN MOUNT KR GAMMA RRH-C2A&RNH-P4<1)800MHZ&(1)19OGAH 100• N/A 1/2" 6' 9.8' COYYSCOPE BET ALSGA20 1l�1 /La co \ co r,- J 800/1900 EQUIPMENT 1VI Q 0(/ '' '' �` ® ® SECTOR FREQUENCY ANTENNA ANTENNA NOMA YDDEN ANTENNA QUANTITY AT KIN DYAD CENTER ANT.sag ELECT>L TLT Cs/6 OREGON J,boo A, ,�/ -ALPHA 600/1900 MHz POWERWAVE P65-18-XLPP-RR 1 (PER SECTOR) 125' 84'-0' 6•-0• -1' 0' tit BE R 1 Y r• GAMMA 800/1900 MHz POOWERWAVE _P65-16-KI.PP-RR 1 (PER SECTOR) 340' 84'-0" 6'-0• -t' 0' ��4 D DI AcON� L4 >t� I 1V 0 0 / A'� RENEWAL DATE: - -• "Y VA ;.IA6 •'T _ Tae ,I ILLT TITLL ,,M 7's 1 4 MOM ANTENNA PLANS Ar=\ &SO IEDULES ( ` SI ICU NUMRLIL RLVbSO't 2 22x34•SCALE 3/4•- 1'-0• ■.. NEW ANTENNA PLAN(FINAL) 13 NOTES&ANTENNA SCI IEDULE 14 A-3 3063X0002 11•x17'SCALE: 3/8' ■ 1'-0• I 6 0 1' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARTER SERVICES IS STRICTLY PROHIBITED. PAINT NOTES Spring PAM NOTES: I. (N)SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH(L)SIUL CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS 2. (N)SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MA'CH(L;SITE �� 11'1 Ill - COMMONS PER EQUIPMENT MANJFACTLIRER'$ S RECOMMENDATIONS. I NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN-. GENERAL DYNAMICS SEE ANTENNA PLAN SHEETS FOR EXISTING AND WIRELESS SERVICES TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL(N)ANTENNA.RRU.AND CABI INO WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEAL ED STRUCTURAL „ TOW ER/POLE.SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL. ;,' STATE,ANO FEDERAL CODES MATCHING THE DESIGN DEPICTED ON II-ESE DRAWINGS HAS BEEN PROVIDED. „ 4. ALL(E)SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. W PRESENT,ALL(E)CLEARWIRE ANTENNA$,MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6 TH ST TOP NV ANTENNAS ARE TORE WITH I FE TOT OF smart i n THE TOP OF THE(N)ANTENNA ALIGNS WITH THE TOP OF THE(E)SPRINT COMA ANTENNAS THAT ARE 10 BE REMOVED. 14432 SE EASTGATE WAY.SUITE 260 - BELLEVUE WA 980076493 TB:(426)2744444 EA-X(425)274-4440 (E) RADOME TO REMAIN (E) RADOME TO REWVN 9'TOP OF (E) MONOPOLE TOP OF (1) MONOPOLE PREL.T OI INTORMATION: 100'-0' \ 4.100'-0' \ (E) RADOME TO REMAIN (E) RADOME TO REMAIN NC7NORil•VLJOV MMES LAUVL I I �(E) RAD CENTER CC OTHER CARRIER (E) RAD CENTER OF OTHER CARRIER DR. 497'-0" I •497'-0- 1; (N)VALMONT CHAIN MOUNT Krr (F) SPRINT IDEA ANTENNA -- e F E E LG OO D „(E) RAD CENTER OF OTHER CARRIER (1 PER SECTOR. 3 TOTAL) 490 6 TO BE REMOVED IN FNAL (E) RAD CENTER OF OTHER CARRIER I (E) RADOME TO BE REMOVED 490'-6- (N)sPTtrrr 1900 MHz DUAL ANTENNA (1 PER SECTOR, 3 TOTAL TYP.) $(E1 TOP OF (E) SPRINT ANTENNAS O 64'-0" SPRINT RAD CENTER ,(NZ TOP OF (N) SPRINT ANTENNAS P063XC002 (E) RADOME TO REMAIN !� RAD CENTER OF (E) SPRINT ANTENNAS I RAD CENTER OF (N) SPRINT ANTENNAS 401 A7 13680 SW PACIFIC F1YYY T 84-0. �11 1 T 84-0" ' (E)RADOME TO REMAIN TIGARD,OR 97281 AL(E) RAD CENTER OF OTHER CARRIER (E) MW BY OTHER CARRIER AL(E) RAD CENT OF OTHER CARRIER 111 DATE: 05/21/13 477-4- 477'-4' (E) MW BY OTHER CARRIER • AMENHAS Br OTHER GABBER (E)ANTENNAS BY OTHER CARRIER IUD TOR: IIII CONSTRUCTION,L(E) RAD CENTER OF OTHER CARRIER (E) RAD CENTER OF OTHER CARRIER 469'-10' 11-,Iii (E) �t69'-10- REVISIONS kLY. I)ATL , DESCRIPTION (N) SPRINT 1900 (1 PER SECTOR) t 800 (1 PER SECTOR) 1414z RRU'S MOUNTED 0 11/ol/lz 90%CONSTRUCTION DRAwNCs Ii BELOW OTHER CARRIER ANTENNA(6 TOTAL) - ® 1 25/15/13 100%CONSTRUCTION ORAWNDC Mr 2 05/20/13 1005 CONSTRUCTION DRAWNGS i �(N) CENTER OF (N) SPRINT RRU'S 1 ±56'-0' ttt333SS5 0 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET o ii `�� k0) PROFFss SA:S �C"NGINEF O (E) MONOPOLE I (E) MONOPOLE -14 IV 78455PE c (E) ICE ORDGE TO REMW N (E) ICE BRIDGE TO REMAIN u_ u� \EP (E) 6' WOOD FENCE �A OREGON �O (E) 6' WOOD FENCE A (E) BBU TO BE REPLACED (N) BBD gMBER O \\\ I) (E) COMA TO BE REPLACED (N) LIMBS D D I A G 61 yq� i1� - (C) CONC. SLAB ITI}I (E) CONC. SLAB I, e1e.=.=,I.`I RENEWAL DATE: ='ao1=I ^_y (E) H-FRAME TO REMAIN I!!U•WE_WAI!UE EIAI•II� (E) H-FRAME TO REMAN SIIEET TTTL1 illlillliUlf 111i1�lili: F'.11111111 11111 111111 111111111' - 1111111 11111 1111111 1111111111111.1 1111 1111 .11 ?,. 111111 1111111 11111111 111111111 will 1111111 111111111 NORTH Hum, 111111111 111111111 AM _ 11/1111111111;; i .i e .2,111111111 111111111 ELEVATIONS r. 262'-0'-0' 6 ' 262-6 -0 TI!LET NUMBER REV13O�t A-4 2 22-"" SCALE '/°"' r-0" EXISTING NORTH I ELEVATION I •x34 i/a -'1'-0- D. r� o�. NEW NORTH I ELEVATION 12 D063XC002 11%17'SCALE: 1/18'- r-D" 6 6 4 2 0 B' TIE INFORMATION CONTAINED N THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY 115E OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. r • POWER .8 S r i n t) [OPC an Imo,_ 1 (E) MONOPOLE 4• ii4 •"1 13 /4• _ S II I I/I S U III G I O (N) UNNERSAL RING MOUNT VALMONT \a) ^ �{I 7 TOP PART# LWRM &WI/ 801068 _ �� y J l_J 1 _� l /// Y GENERAL DYNAMICS � • WIRELESS SERVICES L°J G.• �� I . i Ii ,¢a L O S I ,"(N) 19 INSTA RRU (1 PER SECTOR) i i II TO BE INSTALLED BELOW EXISTING ANTENNAS BT OTHERS '' P 1. I AANT 0 s m a r t l i n k 14432 SE EASTGATE WAY.SURE 0 •R• N T� TB:(426)2744444 AX(42)� �� tI PROECT NFORMTkTPi1JII � 22.34 SCALE: :MIT TO Z 22.34•SCALE NOT TO SCALE 3 vrn+oRr VISION n u►uvc,l 11•.17•SCALE: NOT TO SCALE 800 MI IZ RRI I-2A1 11.,17-SCALE: NOT TO SCALE 800 MI IZ RRI I- 2A . \ II` (N) BOOMHz RRU (1 PER SECTOR) PER RAIL I IEONQDCY TO BE INSTALLED BELOW (N) °^5 F E E L G OO D 1900MHZ RRU • I • _ IL' III !d! P063XC002 NEN MF1ACU TING -_ •�l �7 H,OW8RE • I 1 7�MEW PACIflC HWY n vl11I ' TIRAARD,OR 97281 I�I I II reilI 3 1/2.O.DW._ D � MOUNTING PIPE I P>UI I�ATL• 05/21/13 et �/�'n �� I I.SUCI�fOR CONSTRUCTION _ E E: = _ i REVISIONS gg REV. DAZE DLSanPrnN 1•.rws S �_ I 0 11/01/12 90X CONSTRUCTION DRAWINGS CSD I �� J _!T 1 D5/15/13 100% CONSTRUCTION DRAWINGS JO _ 1 1 iii Ta' 2 05/20/13 IOOX CONSTRUCTION DRAWINGS TB 1��3 1/2.O.D. 3 1/2'OA. MOUNTING PPE MOUMNG PPE TOP VIEW LEFT SIDE VEW FRONT VIEW NOT FOR CONSTRUCTION UN_ESS LABELED AS CONSTRUCTION SET IIr IA411.l 22%34•SCALE NOT TO SCALE ti(�/1900 MI IZ RRU MOUNTING DEVIL I 11.,17.SCALE: NOT TO SCALE RRU POLE INSTALLATION DETAIL 4 '\<(-9'�� OFFS' RECTIFIER RF-•NTENNA `\v G I N E6- s�O 1,-1 3/q. 9- POLE �C� Ill I 1 I I II' POLE MOUNTING BRACKET 78455PE UADU PLANE WASHER Xaci20"1\�� ` M12 SPRING WASHER I ._5) CPRI CABLE I '�� M12 HEX NUT �e I ' ' °� NOTE: �ATU/�OREGON �o� 6) RET CABLE I FOR WALL MOUNTING 19 4) POWER CABLE Dm I FGND 'r J®® INFORMATIONAL MMBS �140BDI AGG\� L� ,S MOUNTING ® SPECIFICATION-R11-14 (4 O MAY 2012 FOR GD.PPTX i_ --� y TABS (TYP) _ _ RENEWAL DATE: i'1J c it __ - RRH-C2A I 3) RRH-P4 GROUND ��7) RF CABLE FRONT VIEW SIDE•VIEW• ' I 1I' RRH BOLT 1_1 3/q• ( 4j HEX BOLT I SUM' CABLE FEEDER LINE GROUND CABLE OPTIC PORT � M8 SPRING (GROUND MORE) IN FEEDER (0 1.11IIIIIIII . _ WASHER EQUIPMENT MGB TGB ANTENNA PORTS 1 14;I WASHER DETAIL PLAN :® •3•®•'7-_,' - POWER PORT ANTS ANT ANT2 ANT3 1) MGB GROUND CABLE 2) TGB GROUND CABLE I RRH-C2A SIICETNUMRCR RLV6TO�t I RET PORT ` MOUNTING I TGB AND GROUND KIT ARE USED IN CASE 1 I'I°'G' :IIIIIIIIIII GROUND ` BRACKET OF THE 7/8 IN. FEEDER LINE OR MORE BOTTOM VIEW __ TOP SLOT I 2 _ 22•.34'SCALE NOT TO SCALE A-5 SAMSUNG MMBS WIRING DIAGRAM 15 1900 MI IZ RRI I P4 MK:I IANICAL SPECIFICATIONS ((7 800 MI IZ RRU POLE INSTALLATION DETAIL I 7 11-x17.SCALE ,,,m TO SCALE NOT USED I '063XC002 7HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. F 1 3'MM Spr nt F-6' 2'-4' 36'MAx 2•-4' ITEM SPECIFx;ATOMS i ), ._ L _ _ CAPACITY MAX 4 BATTERY STRINGS FRONT NEW 1 AITH FAN FOR EI/COOLING COMM WITH FAN FOR EMERGENCY MODE(MCC EAN 120 NYAC) Ac INPUT CIRCUIT BREAI(E IIIII SOUND LEVEL 658A O1.5m I (� (+ �+ h 7104) 41 SCI II/ISU III G - 0) " BATTERY BREAI(ER 14 47H BATTERY 512E 27.6(W) INCH 1EOO(4): 1048(0) x 70000 mm I ,ry t CABINET WDG$T 370 LB5 BATTERY BREAKER#3 - PER RATTER(' 1 \ STRNO Ot 4T 529 l85 I 311D PATTERN' GENERAL DYNAMICS 3 ewRAOA MAN BATTERY BREAKER / WIRELESS SERVICES BATTERY (12MDT190)AGM TYPE �------ I NEW NEW (VTBA) eft MueS CABINET CABINET AC POWER 220VAC, 3.5ALP TYP. BATTERY BRT/N(ER / 2ND BATTERY ti ti 14.4AIP STARTB40 BATTERY CABLE TERMINAL ' _ n . DC POWER 10A MAX 0480VC GROUND BAR I "## 1/:::), CABLE ENTRANCE I 1ST BATTERY „J 1 s II ,P. smartlink 14432 SE EASTGATE WAV,SUITE 260 BELLEVUE WA BB0074493 1 r L ■ TEL:(425)274-4444 FAX(426)2744440 , MALL.T N1ORMAT ION: vrn OM v,TON AAIMIN( I 2234'SCALE: NOT TO SCALE 224 SCALE: NOT TO SCALE 11•x,7.SOLE: NOT TO SCALE MMBS&BBU TYPICAL LAYOUT I 1 1I•x17 SCALE: NOT TO SCALE BBU CABINET 12 DR. FEELGOOD [El r-5• P063XC002 r-.3- - 3•-0 N 2'-r I _ 13680 SW PACIFIC INWY TIGARD,OR 97281 �� i1�u 05/21/1- 1 • I R:1••'s>�'• • 2'-r a s!;!; I • • - I`,U[D Fat r-4 s CONSTRUCTION • I - REVISIONS TOP APR • kLV JAIL DESCRIPTION INTVLS I' I I - - r 0 11/01/12 90%CONSTRUCTION DRAWNGS CSD • 8 I 1 p • I 05/15/13 100% CONSTRUCTION DRAWINGS JD• •••I 2 05/20/13 1007.CONSTRUC110N DRAWBJSS TB 2 in eiii: fie. «» g e • 1 4 NOT FOR CONSTRUCTION UN'_ESS _ABELE° AS CONSTRUCTION SET el ONI■ •� L IL.LNSUI�L / �� 1 I 03 PROF • ) I • I I NM 4 F �c,'<�� N G I N EF�s6.> 1 A z'-5' 7-5 Ct �l o�0000 ] 2' r _ _ - 78455PE N s j mamma SIDE NEW =MLA T 2' 3' as s\IL.) sroPwN1iE PLUGS 1.-1°. r r-s x-3 r 2-r ,O OREGON O� 510E NEW FRDNT NEW I� ,i I I 1T—Wil I c, £, 418 E R �� 4� In i u_ • I qp DIAC� r_ L I..�—0- - tt' -" TOP WITH lo 465.1 19•MOUNTING N LIFTING LUGS i; u 2 2 IF � RENEWAL DATE: - c._ �: G �T I I[L1 TLILL 2-2. ., i cECTtON Fl BOTTOM NEw r roP vow EQUIPMENT 1- 2' ✓ '1_ DETAILS BOTTOM NEW 11 MMBS EQUIPMENT WEIGHT & DIMENSIONS BBU EQUIPMENT WEGHT & DIMENSIONS •_,I EFT NUMBER: REVISION: MMBS CABINET 1600x700x1016(620)mm/70.BIn x 29.5n x 40.1(37.0)10 BBU CABINET 1800:700:1016(620)n1m/70.6In 29.6III x 40.1(37.0)In 2 MMBS CABINET 2511g(55WE•)W/0 DU SHELF I 300kg W/4 DU War BBU CABINET 16Bk%(370b•)W/0 BATTERY 1 1136kg MN BATTERY A...6 `72 t34 SCALE NOT TO SCALE MMBS MEC:I IANCIAL SPECIFICATIONS 1,3 22%.14.SCALE NOT TO BBU MECI IANCIAL SPECIFICATIONS 14 �063XC002 11'x17.SCALE: NOT TO SCALE • 11x17•SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERNCES IS STRICTLY PROHIBITED. MANUFACTURER: POWERWAVE MODEL P65-16-XlPP-RR UNIT-111R-HR-26NCM wEOGHT: 58 LBS UNIT Spri nt� pYEN5pN5: 72.0'X 120'X 8" 4 ti FREQUENCY: REFER TO RF DATA SHEET MAX ANCHOR ) 12.0' i 1:11:11.1"DIA HOLE DNA. -E-EMBEDMENT 3/B' 3/B' 2- 12.0- `:ii4. 1/2' 1/2- 3'il s/8- 5/5• 3,/e S 11 I11I S U 111 C Mil �. CTENNA MOUNr `1 J/4- 3/4- _ 3 3/4' -ANTENNA MOUNO ; ATTACHED TO I 1Y PIPE /-DY Spt. 40 HO STA NL SS STEEL OF m EQUIPMENT CABINET 0 GALV. PIPE MINIMUM OF 755 OR GPS MI(OBSTRUCOOI6 • Q IQP 27a IN Axr DIRECDON MUST BE BELOW ;+� HLn Kw1x BOLT-rz GENERAL DYNAMIC S 20" 1S ExJS1 OONC. SLAB N ' 0 oRKAacaxATKN WIRELESS SERVICES GPs r->• r 1. GPS ANTENtM MOUNT IS DESIGNED TO FASTEN TO A S111.41'AN. 1"•. SQL. I •�: „ eO� 40, GALVMIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE ; �: • , RF COIIEGfOR THREADED AT TIE ANTENNA MOUNT END. !• .:• •I :.•• 4 •. t! THE PPE SHALL BE CUT TO THE REQUIRED LENGTH(MN. OF 18'.8'-0'F •:•••� .A ,',, BERCIN MOUNTING TO FEW MMES-BBU)USING A HAND OR ROTARY PPE CUTTER TO ~ .. II ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE OEBURREO. I2�. R R ES Of IL VERTICAL THE GPS ANTENNA IS HE N TE SUCH THAT R IS WITHIN M�THE RELATED lMEPANL OR REBAR OR TENDONS SHALL BE CUT ALL s m a r t I i n k RF CONNECTOR.TIP 2 DEGREES OF VERTICAL MID THE BASE OF THE ANTENNA IS WITHIN 2'OF X-RAY OR EQUIVALENT AETFpOS. NO REBAR OR TENDONS SHALL BE CUT.ALL REMOTE ELECTRICAL DO*WTILT ACTUATOR.TW 3_DO NOT SWEEP TEST CPS ANTENNA AT THE EXPENSE OF THE CONTRACTOR 14432 SE EASTGATE WAY.SURE 720 I I •• 2. SPEE2AL INSPECTION IS REQUIRED FOR (WTI KWIK BOLT-TZ PER ESR-1917) BB.LE UE WA 9BIXI74IB3 ANEMIA � •. ATTACH GPS MOUNTING PPE TO NEW YYBS-BBU USING(4) BYYx15YY SS CONCRETE E%PAN5ED ANCHORS AGAINST MASONRY SEISMIC. TEL025)274M44 FAX:(425)2744449 PULLED FROM PRE11rURY EB9EQ SETE BOLTS AND 14) 1" PIPE STRAPS. GPS TO BE MOUNTED A INN.OF 2'-0' 3. INSTALLATION TIH OF WEDGE ANCHORS IN MASONRY TI G HOLE LE LOA. PRODUCT DATA SHEET ABOVE YMBS-BBU CABINET. 4. VERIFY WITH CARNET MANUFACTURER FOR MOIMTINC HOLE LOG1TKkJ5. l'ROIC(:T IN[OP ATION NUMOITK VISION MMBS LW'/CI I 22'x34-SCALE: NOT TO SCALE 22"x34' SCALE: NOT TO SCALE 92-x34-SCALE: NOT TO SCALE 22-x34'SCALE: NOT TO SCALE „x17.SCALE: NOT 1b SCALE 800/1900 ANTENNA DETAIL I „.n-SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT 12 „-•17.SCALE: NOT TO SCALE GPS REQUIREMENTS 3 11-x17.SCALE: NOT,D SCALE CABINET ANCI IOR l)I I \II 4 DR. S65M BLOCK FOR UDA GPS SURGE ARRESTOR FEE L G OO D NOTES ' COSTING RAMIE AIM TO NEYAN I. NEW ANTENNA TO BE Yo TO W TO EXISTING P063XC002 �,• PIPE MAST.CONTRACTOR TO VERFY RPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. -CONTRACTOR MOUNTING H HALL US PER QUATE 1- 1[ ! YAMFAC711RFA.PMT PCFM3!VYI�16JI 13680 SW PACIFIC HWY • 2. ANTENNA AND RRI.I CABLING TO BE COMECTED PER _ ��USES f.:� O HARDWARE THAT FITS EIOSTNG POLE RF DATA SHEET,PROVIDED BY RF ENGINEER. TIGARD,OR 97281 ii • • wm BATTERY/1 BATTERY/O NEW MOUNTING HARDWARE PER ISSUE 17ATL' o5/2'/1.7: Two W RRH GAMMA AC/GROUND I_=L4 P=,4._I µ A YFAC7lltER RRH BETA RRH ALPHA I� I. - °RO°M : �� • PORT LAYOUT DETAIL 1UWFOR CONSTRUCTION Aek UOA OR BH CAE ENLARGD TO SI=INIES hi- Iiii E165ING PPE MAST TO -W. (ERROXTEG-P/NCOMSEAL 16/16 GPS CABLE REV. DALE DESCNPTKNI ANIMUS MUDROOM DETAIL o 11/o1/1z 9D5 coNSTRUCTaN DRAWINGS csD ENLARGED NOTES v •1IuuuIij...I. LINE OF IE EASING 1 05/15/13 100% CONSTRUCTION DRAWINGS TB RAMIE TO BE REMOVED 2 D5/20/13 10016 CONSTRUCTION DRAWINGS TB 0 • IIIIIII ANTE NNA TYOUN1m 100(E)POUF ! PER MANUFACTURERS NOT FOR CONSTRUCTION UNLESS RECOMIFNOA11015 NEW 1611113S-BBU NEW MMES-BBU LABELED AS CONSTRUCTION SET CABINET CABINET I !Ili! l _7C L,(:CVSU(L: 0)....x:) PRO/ �( i EO97MG RADOE BELOW TO � `S n SEE MUDROOM ] ° MUDRROOM "'° _�' NKYAN �Gj GIN S p DETAL 0 0 /T ,cD " � "1 /i 2-SEAL TIGHT _V/, MUOROOM CONDUIT FOR HYBRID 2"LB HOUSING MIL/ -_ "p I GABLEIP P/N+6436 ' MU ROOM 78455PE J� SEE PORT LAYOUT ] a 2-HEAVY WALL NEW MOWING HARDWARE PER DETAIL 2-HEAVY WALL _ C� ' ANTENNA WY4FACn1NE.A 0 '�,11� CONDUIT TO NEW IBIS NEW VALMONT CHAIN MOUNT KIT, a�L 0 0 70 2'SEAL TT1E EQUIPMENT PART iCNM3 t W X1639- COl1PLIK; Ml✓� STRAIGHT CONNECTOR PART#E THAT SHALL USE DOSING AE o 2" SEAL nit S7RAId1T (P CO 2•HEAVY WALL ' CONNECTOR • POLE cAT OREGON , CONDOR COUPLING V SEE PORT �l 4/6' BE �� LAYOUT DETAIL ■ FLEXIBLE CONDUIT /. II DOSING PPE MAST TO RDLAN v/ ��\ bithi 40 DIACG vv` 64 115 EOUPIIEIIT PLATFORM NEW UNIVERSAL EQUIPMENT PLATFORM V. 17 NEW PANEL WOW-PER PLAN �`� 1 - I ANGLE ADAPTER ` / .- ��./ NEW BUTTERFLY sFx TIGHT STHAIGHr `,,,,t, `- -' ,,VJ RENEWAL DATE: • CONDUIT HANGERS COUUPLING P/N , , 088412 2'501 80 PVC \IIII■NMMI■Iii 51ICCT"TITLE FROM TELCO BOX 2" HEAVY INTO MUDROOM WALL CONDOR II ICROFLECT PIPE KIT P/N ,82127 SECTION A—A MI _ EQUIPMENT CROFLECT ANGLE DETAILS REAR NEW ADAPTOR P/N •8-157 w/T{' SIDE STEW GALV.ALL THREAD SI ACCT NUMBER: RIVISIONk A-7 2 22-x34_SCALE: NOT TO SCALE 1 Ill3RID AND TELCO LINE SUPPORT DET:\IL 15 zrx"-SCALE NOT TO SCALE STAND�fT MOUNT W/800/)900 ANTENNA DETAIL I 6 'O63XC002 11X117. AR SCALE NOT TO SCALE 11-•17.SCALE: NOT TO SCE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TITAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. SUPPLER SAIMSUNG FIBEROPi1CS ASIA TN TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 • TYPICAL HYBRID CABLE COLOR CODE FREQUENCY COLOR CODE FOR PAIRS TYPE LENGTH RNA/WEIGHT Wtic'I TmAL WEXIR WOGRT/ - - Sprint AND FIBER CABLES OF HYBRID CABLE (FT) {KC) (Les) SIG) (Les) (KG) (Les) (KG) (Les) T O T A L LENGTH -114'-9.95- .-1110'-5.35• -213'-3.05• '-262'-O•-5.60• -.328'-0•-1• -^420'-O• -550--0- SECTOR FIRST RING SECOND THIRD RIM GO 1 3 28 0.2 0.5 19 41 0.3 0.7 limp PpAER AWG I0 1 PAR, ME 8 1 PAR MID. AWG 6 I PAR, AWG 6 1 PAR. C 4 I PAR, NYC 4 1 PAN, A11VG 2 1 PAR, CABLE NAG 12 3 PAR AITG 10 3 PAR AWG B 1 PAR, AWG 8 3 PAR AWG 6 1 PAN, MFG 6 3 PAR AWG 4 3 PAR A OR@1 NO TAPE NO TAPE FREQUENCY COLOR COOS MST RING SECOND RING TYPE 1 75 16 35 0.2 0.5 n N 03 0.7 CARE AWc 10 2 PAN AWG B 2 PAN B OREEN GREEN NO TAPE 000• L YELLOW GREEN 90 19 42 0.2 0.5 26 57 0.3 0.7 CABLE minim 0.9e' 1.06• 1.16• 1.1871.25- 1.25- 1.56' 1.69' G OREEN GREEN GREEN 1900 MHz ,SOW, RED 105 30 66 0.3 0.6 29 65 03 0.7 1RA0115 11.61- 12.99' 15-35' 17.71- 17.71• 1e.00730.00• 21.00735.00' S rl nn S U ni c 120 34 75 0.3 0.6 33 73 0.3 0.7 OPTIC CABLE LC/PC-4o-LC/PC, SINGLE LODE TYPE 2 135 38 85 0.3 0.6 46 101 0.3 0.7 TYPICAL JUMPER CABLE COLOR CODE 150 43 94 03 0.6 51 112 03 0.7 DU CABIIIET 2 PAIR POWER AND OPTIC CABLE WITH PE PPE ER CABLE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 165 47 104 0.3 0.6 56 122 03 0.7 1FRE1NAL MAX RET RET N/A 180 e9 151 0.4 0.8 72 160 0.3 0.7 SIZE AWG 4) GENERAL DYNAMICS 800 &eh BOO MHz +45 MR 1 WHITE TYPE 3 195 75 164 0.4 0.8 76 173 0.3 0.7 RRU POWER ME B, O.5r-o.so' 8 NIG CABLES 4 PARS WIRELESS SERVICES 800 MHz -48- ANT 0 RUE 210 80 177 0.4 0-8 85 167 0..3 0.7 CV3LE SPEC AWG 10, 0.4¢'-0.48' _ NON USE POWER 2 PAW P(S1 -45' ANT 0 BUE 225 89 196 0.4 0.9 102 224 0.3 0.7 AND OPTIC CABLE AND OPTIC C�9.�IAND OM CABLEAN0 (POC CABLEAPc■OPTIC OPTIC 2 OPT CER 2 OPTIC CABLE PCS1 +46 ANT 1 WHITE TYPE 4 240 95 209 0.4 0.9 109 239 0.3 0.7 PROTECTION WITH PE PPE I MTH PE PPE WITH PE PIPE WITH PE PI WITH PE PPE WITH PE PPE ,le 1900 MHz PCS2 -45 ANT 2 GREEN 255 101 222 0.4 0.9 115 254 0.3 0.7 ' RET PCS2 +4B ANT 3 BROWN 270 133 293 0.5 1.1 122 270 0.3 0.7 SUPPLER T1SSC0 RET R RED 285 141 310 0.5 1.1 152 335 0.3 0.7 TYPE LENGTH TOTAL WEIGHT ,,, TYPE 5 300 148 326 0.5 1.1 160 363 0.3 0.7 (F1) (KG) (LIE) 315 155 342 0.5 1.1 168 371 0.3 0.7 _ 1 0.73 1.6 330 - 163 359 0.5 1.1 - 176 3e6 0.3 0.7 TYPE 6 1000 732 1613 smart i n 420 402 . B87 I 1 2.2 14492 SE EASIGATE WAY.SUITE 260 TYPE 7 1000 1006 2216 TEL:(426)274-44444w A 426)2/4-4lMT r�CWALTTY SITES OR ON FOUR-SECTOR SITES NEEDNP AN AOORIONYIL LNE AND RRU -- 360 553 122E CONTACT GAIT SITE SUPERVISOR FOR COLOR CODE INFORMATION ON ADOFIIOWL LIES. I'IL'I[lIT NIORMATION: NEPA ORK VISION MMR5 LAUNLI I 1-234-SCALE: NOT TO SCALE I IYBRID AND JUMPER CABLES COLOR CODING 22%34'SCALE NOT TO SCALE 1 1 nor SCALE: NOT TO SCALE 11%17'SCALE NOT TO SCALE I IYBRID CABLE TYPES 1 2 DR. FEELGOOD r SPACE r TAPE r TAPE BETWEEN HYBRID TAPE TAPE Y TAPE Y TAPE RNG 2-TAPE RING r TAPE 1•SPACE SECOND RINC 1•SPACE THIRD RIC CABLE COLOR CODE FIRST RING SECOND RING 2'SPACE 1•SPACE sECao w0 1'SPACE TAD WE P063XC002 FIRST RING BETWEEN OF APPLCABLE PER BETIW4 (F APPLCABlE PER AND FREQUENCY FREGLIENCY COLOR FREQUENCY COLOR FROM ETD OF r TAPE RMG BETWEDI (F APPUCELE PER BETWEEN (F APPLJGIBLE PER IMMO COLOR CODE 1 RIGS SECTOR) RINGS SECTOR) COLOR CODE CODE COOS BREAK-OUT CILJDER MST RING ( RINGS 1 SECTOR) I RINGS I SECTOR) I I I I I ` 13680 AR ,PACIFIC 9781 (4) PAIR COPPER I TIGARD,OR 97287 ►••••••4•0 •••••••••••. •••••••••••. ISSUE DATE TO RRU .f HEMEMMEMEIMMINg 1111 I .1 4•l•4/.•••••• itoteNtetVOA W:•::+•+:44 :NV:V iii•O•i•. iiiii'i'e.ii'i' 05/21/13 ••••••••••• ••4.••••••4 4•.44•..+.. ►..••4....4. •••••••••••. ►•.••.•.••4, INSU[DFOR CONSTRUCTION ••••••••••• 4444•.•.•4• ••••••••••• ►.4.4.44•••. •••••••••••. ►••••••••••. ••••••••••• ••••••••••• ••••••••••• ti-. ►4.4.4.4•.•. •..•••4.4•.. ►••••••••••1 (6) FIBER REVISIONS CABLES SLY. DATE DESCFP110N 1M1ML5 IM RE COLOR CODE 1I113RID COLOR CODE 14YBRSD COLOR CODE NO SPACE BETWEEN FREQUENCY COLOR HYBRID COLOR COOS HYBRID COLOR CODE WRAP TAPE AROUND IMAM CABLE TAPE(SEE DEVIL TAPE(SEE DETAL TAPE (SEE DETAL CABLE CODE (SEE DETAIL TAPE (SEE DETAIL TAPE(SEE DETAIL CABLE.THREE TIES. TO CARNET 0 11/01/12 901E CONSTRUCTION DRAWINGS CSD FOR TABLE) FOR TABLE) FOR TALE) FOR TABLE) FOR TABLE) FOR TABS MN. (TYP) 1 D5/15/13 100S CONSTRUCTION DRAWINGS JD 2- SPACE 2 05/20/13 100S CONSTRUCTION DRAWINGS TB 2'TAPE 2'TAPE BETWEEN FTYBRD Y TAPE Y TAPE r TAPE RING Y TAPE WE Y TAPE 1'SPACE SECOND RING I.SPACE TAD RING CABLE COLOR CODE FIRST RING SECOND EWE r SPACE r SPACE SECOND RING 1•SPA THIRD RING FIRST RING BETWEEN OF APPLCABlE PER BET1EmN OF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FRETXENcy COLOR FROM END OF r TAPE MG BETWEEN (F APPLICABLE PER BETWEEN OF APPLICABLE PER HYBRID COLOR CODE I RINGS I SECTOR) I RAGS I SECTOR) 1 COLOR CODE I CODE I CODE I I BREAK-OUT CYLINDER MST RING I RINGS 1 SECTOR) I RINGS I SECTOR) (4) PAR COPPER - ••••••••••• •v444-••••-•• ••••••••••• NOT FOR CONSTRUCTION UN_ESS •.4•••1••••. ►4••••...•.. ►••••••••••. LABELED AS CONSTRUCTION SET ..... ..............................4444.-.............-4444....... ♦•••••••••♦ ♦•••••••••♦ ♦•••••••••♦ -.-4444............ .................-...-4444... 44_44... ............................................................- ►•.••••••••■ ►••••••••••. ►..4.4.4•••. ••.•.•....4 ........... ........... LII.CNSUItL� GD PRO TO CABINET O❖.❖.❖.❖.❖: ►•••••••❖•••••••••N ►•❖.••••❖••••4•.•: ........... ........... ..•........ 444...4.••. 4.4.•...... .•.•....•.. �\� ENGINE o (6) FIBER CABLES-'/ //J "A� HYBRID COLOR CODE HYBRID COLOR CODE HYBRID COLOR CODE NO SPACE BETWEEN FREQUENCY COLOR HYBRID COLOR COPE HYDRO COLOR CODE WRAP TAPE AROUND HAND CABLE J TAPE(SEE DEG& TAPE(SEE DETAL TAPE (SEE DETAL CABLE CODE(SEE DETAIL TAPE(SEE DETAIL TAPE(SEE DETAIL CABLE.TNRFE TIRES, TO CABINET 78455P r FOR TABLE) FOR TABLE) FOR TABLE) FOR TABLE) FOR TABLE) FOR TABLE) MM. (TYP) HYBRID CABLE CONNECTION AT CABIN ET \1III�(�.j C/ a r TAPE 2•TAPE Y SPACE 2'TAPE (JT Y co 510060 RING FIRST 6643 CODE 2€ THIRD R .o OREGON 00 . FREQUENCY COLOR FREW CODE COLOR COL FREQUENCY CABLE I 1-SPADE A 1. ALL CABLLS SHALL BE MAOQD AT THE TOP AND BOTTOM MTH Y COLORED TAPE OR STENCIL TAG. 2 FROM RRU �..- I I L.........................I �� ANTENNA ` COLOR TAB SHALL BE OMTANED FROM GRAYBAR ELECTRIC. FMB E R oN,\ I� 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2' OR ''40 D I N C v r_ IA FROM AN END CONNECTOR, WEATHERPROOFING,OR BREAK-OUT MINDER,WITH 1'SPACE BETWEEN Y SPACE z'TAPE Y TAPE b I FILCH ' Y TAPE TH - 3. E HYBRID CABLE COLOR S14.11.BE APPLJED N ACCORDANCE WITH THE'TY'PICAL HYBRID CABLE Flaw RING BETWEEI CABLE COOS F RING SECOND RING COLOR CO DE'TAEW.E ABOVE FOR THE RESPECTNE SECTOR. AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR 4- MDMDU AL POWER PAIRS NO FREER CABLES SHALL 8E LABELED WITH BOTH THE HYBRI D CABLE 1-SPACE CABLE f COLOR CODE COOS CODE RENEWAL DATE: COLOR FOR THE RESPECTNE SECTOR AD A FREQUENCY COLOR CODE N ACCORDANCE WITH THE 'FREQUENCY COLOR CODE FOR PARS AND FIFER CABLES OF HYBRID CABLE'TABLE ADM. 1 I 5- A Y GAP SHILL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. T C f I 1 . FROM ANTENNA 'I UT TTTLL 6. DE r COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. THE r COLORED TAPES) SHALL EACH BE WRAPPED A 111111111 OF 3 TIES AROUND TIE HYBRID ANTENNA&CABLE COLOR CABLE OR NONDUAL CABLES,AND THE TAPE SHALL BE KEPT N THE SANE LOCATION AS MUCH AS POSSIBLE. CODING DETAILS 5. COLOR BAND ON JUMPERS SHALL BE 2 WIDE WITH A r SPACE. . SI UT NUMBER: RLV[SNON: RF-1 2 22'.34-SCALE: HOT TO SCALE 3 3063X0002 11.,,17.SCALE: NOT TO SCALE I IYBRID CABLE COLOR SCI IEME DETAIL THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. . • ELECTRICAL NOTES ELECTRICAL NOTES(CON'T) SAMPLE LOAD CENTER SITE NUMBER: T.B.D. MODEL NUMBER: TBD Sprint. 1.NL E7.ECIFICAL WORK SHALL BE DONE N ACME/WE MTh CURRENT NATIONAL ELECTRICAL COOES 16.ALL=CUTS SHALL BE MET MN BENDS MADE M ACCORDANCE ITN NEC TABLE 346-10.NO VOLTAGE: 240V/12O PHASE: 1 FARE: 3 AND ALL LOCK AND STATE CODE.TAMS.AND RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: TEO ONDNANMS.PROVIDE ALL COMMENTS ND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS ELBOWS MOH 12'INMUM NODE STEEPS FOR ALL CONDUITS 2 CR URGER. MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBO ENCLOSURE TYPE NEMA 3R N to GROUND BOND: TBD 2.CONTRACTOR SWELL COORDINATE MIN LOCAL POWER COMPANY FOR RE COWMEN TS OF POWER SERVICE 17.ALL CONDUIT TERMINATIONS SHALL BE PROVIDED MTh PLASTIC THROAT INSULATING GROUNDING PANEL STATUS: EXISTWG_ INTERNAL TOSS TBD _ _ 111E TO 1W METER BASE.POWER SERVICE RECUMBENT 5 COHEHO*L AC MOAHAL 120/208 KILT BUSHINGS. BREAKERBREAKEIDREAXER SERVICE USAGE PHASE APHASE B USAGE SERVICE BREAKE RREAXD REAKE5 • 1 OR 120/240 KILT,SNIDE PHASE WITH 200 AMP RATING. • • D :- •. .1 •.• •.0 •.: •.• _ t .• �. .•..•I•.. •• S /L I1 II C�11 III f� 18.ALL IRE SHALL E'TYPE DIM.SOLD.ANNEALED DIPPER UP TO SIZE 1/10 AMC(18 AND •1 4812 CABINET 150 ••4 ON 3500 1.00 3500 _ 1.00 0 ON 1 30 TS,S 2 S 1 S U 1 C I CONTRACTOR SHALL COORDNATE WI1N LOCAL 1ECEPHOM COMPANY FCR SERVICE UNE REOUREMDIIS LARGER SHALL BE CONC9N7RIC STRMIDED)75 DEGREE C,(167 3 -- -- -- ON 3500 1.00 3500 1.00 0 ON 1 -- -- 4 TO TERMINATE Al THE PPC CARPET. DEGREES F),98'CONDUCTIVITY.ANNUM/12 5 -- -- , -- CM 3500 1.00 3500 0.00 _ 960 ON -- 10 FAN 6 7 -- -- _ -- ON 3500 1.00 3500 0.00 1 B0 ON -- 20 MCI 8 _ 4.CONTRACTOR SHALL FURNSN AND PASTEL 0IC1RM:METER BASE AID 20DA DISCONNECT SWITCH PER 19.AU.ARES STALL BE TAGGED AT ALL PILL BOXES J-BOXES,ECUPIENT BOXES AND CARNETS 9 SAMSUNG LIMBS CABINET 100 2 NEW 7000 1.00 7000 0.00 500 ON -- 20 LIGHT 10 SITE PLAN AND DETAL DRAWINGS TIE METER BASE STICUD BE LOCATED N A MANNER THERE NTH APPROVED PLASTIC TAGS,ACTION DRAT,BRADY,OR APPROVED EQUAL 11 __ - __ NEW 7000 1.00 7000 0.00 0 ON -- 20 SPARE 12 GENERAL DYNAMICS ACCESSIBLE BY 111E LOCK POWER COMPANY. - 20.ALL NEW MATERIAL SHALL HAVE A U.L LABEL 13 SAMSUNG BM CABINET 15 1 NEW 400 1.00 400 0.00 0 N/A -- -- -- 14 WIRELESS SERVICES S.LOCAL POWER COPANY SHALL WROVDE 200 AMP ELECTRIC METER.CONTRACTOR SHALL COCDINAIE 15 BLANK _- _- NEW 0 0.00 0 0.00 0 N/A -_ __ __ 16 DEEP/LATCH OF METER WITH LOCAL POWER COPANY. 21.CONDUIT ROUGH-IN SHALL BE COORDNA1ED 1161H TEE MECHANICAL ECAPMENI 70 AVOID 17 BLANK -- -- NIA 0 0.00 0 0.00 0 N/A -- -- -- 18 LOCATION TO COFUC1S WRFY MIN MECHANICAL.CONTRACTOR NO COMPLY AS REOIRED. 19 BLANK -- -- VILA 0 0.00 0 0.00 0 N/A -- -- -- 20 6.UNDERGROUND POWER MD TELCO SERIAL LINES SHALL E ROUTED IN A COMMON TRENCH.ALL UNDERGROUND OOOIN SHALL E PVC SCHEAAE 40 MD COOUT EXPOSED ABOVE GROUND SHALL BE 22.ALL PANEL DIRECTORIES STALL E TYPEWRITTEN NOT HAND MRITIEN. 21 BLANK -_ __ N/A 0 0.00 0 0.00 0 N/A -- -_ r_ 22 ,,, GALVN®RAM STEEL TURK UNLESS OMRWSE NCCAIED. 23 BLANK -- -- N/A 0 0.00 0 0.00 0 N/A -- -- -- 24 23.NSTALL AN ECUPWDRT GROUNDING CONDUCTOR N ALL CONDUITS PER THE SPECIFICATIONS , 7.ALL TELCO MOUT LINES SHALL E 4'SCR 40 PVC CONDUIT LNESS OTIEMISE IPOCATED.TIE MO NEC THE ECIIPKNT GROUNDING CODUCTOR5 SHALL E TELOU CONDUIT FROM TIE PPC SHALL E ROUTED AND TERM/LAMED AT DF9QUTED TELCO BODED AT AU.JUNCTION BOXES PULL/MMES,AND ALL DISCONECT SMTCNES,STARTERS, OELARCATDN CR 2-FEET OUTSIDE FENCED AEA,NEAR UNITY POLE(N FENCED AREA),CR END CAP AID EWPMENT CARNETS 14400 14400 VA TOTAL I[1M 28.80 ", OT MD PROVIDE MARKER STAKE PANTED BRHOHT ORANGE RTH OFSIGNARM FOR TELCO SERVICE BAPS 120.00 24.THE CONTRACTOR SHALL PREPARE 15 AS-BULT $8.6 COMPLETING DOCUMENT ANY AND All MRNC AND s m a r t I i n k &CONDUITS PETALLED Al PCS FOMENT ENDS PRIOR TO NNE EOIUI'HENi INSTAL/ADM SHALL E CONTRACT.CONDITIONS AT AND CHANCES MOLE COMPlE1NG 7NIS STUBBED ND CAPPED AT 6'ABOVE GRACE OR PLATFORM.F SERVICE HIES CANT E INSTALLED CONTRACT.9J IT AT SUBSTANTIAL COMPLETION VIRALLY,PROMDE NYLON PULL CORD N CONDUITS 25,ALL DISCONNECT SWITCHES MID OTHER CONTROLLING DEICES SHALL E PROVIDED MD-1 14432 SE EASTGATE WAY.SURE 260 9 NE SPRINT CAEMET.'ELUDING 200 OW LOAD PANEL AND TELCO PANEL SHALL E PROVIDED BY ENGRAVED PHENOLIC NAMEPLATES N6CAIN6 EQUIPMENT CONTROLLED.BRANCH ORBITS BELLEVUE WA 56007-6493 OWNER AND INSTALLED BY IC CONTRACTOR.CONTRACTOR IS 10 NSTALL BREANER(S)NOT PROVIDED INSTALLED 04,AND PANEL FIELD LOCATIONS FED FROM(NO EXOEPTIOIS)PROVDE SAMPLE TEL:(4261 214-4444 FAX(425)214.4449 BY MYMIFACTLRfR SEE PANEL SCHEDULE 01 TIE 9FET FOR 817EAIQR REQUIRDMENTS FOR CONSTRUCTION MANAGER'S APPROVAL 10 LOCATION OF ELECTRIC METER NO 060O1ECT SWITCH 70 E FRONDED BY GXIERAL CONTRACTOR. 26.ALL ELECTRICAL DEVICES AND NSTALLAIIOLS Cr 144E DEVICES SHALL=PLY ION(ADA) MtOIC(:T NR71(MATII�N: AMERICANS NM DISABILITIES ACT AS ADOPTED BY THE APPLICABLE NLTYV L1I21.VISION MARS LALIN(I I 11./2 IMRE l0 E UR/gD N ELECTRIC SERVICE MMES EXCCFEDDNG 100'. STATE 12 CONTRACTOR 9011'ASPECT TIE COSTING 0311011ENS PRIOR TO SMITING ND.ANY QUESTIONS 27.PROVE(CORE OSWNG AS NECESSARY FOR PDEIRA1K845 G 6 RISERS THROUGH BULDNC' DO DR. ARSIIG DUOS'THE MD PERIOD N REGARDS TO TIE NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION CONTRACTORS FIREDOG.THE SCOPE O TIOR1(,OR ANY OTHER ISSUE RELATED TO THIS PROECT MANAGERS APPROVAL SLEEVES ANO/OR PEIE1RA1KWS N FRE RATED CONSTRUCTION CULL SHALL E BROUGHT UP CURING DE BD PERIOD NTH DE E PACKED WITH ME RATED MATERIAL M1CI SHALL MANTAN THE RRE RAMC OF TIE WALL F E E L G D O D PROJECT MANAGER FOR CLARIFICATION.NOT AFTER THE CONTRACT HAS EB l AWARDED. OR STRUCTURE.ft.L FOR FLOOR PDETRAIIOIS SHALL PREVENT PASSAGE Of WATER.STMT. FRE MID FLIES.ALL MATERIAL SHIL E LL APPROVED FOR TNS NAME. 13.LOCATION OF EOUPIENT,CONDUIT AID DEICES MOWN ON TIE ORATING'S ARE APPRO8MATE AND SOUL E COORDINATED NTH FELD COCOONS PRIOR TO ROL/04-N. 28.ELECTRICAL CHARACTERISTICS OF AU.ECIPIENT(NEW AID EXISTING)SOUL E FELD P063XC002 VENDED WITH THE OTHER'S REPRESENTATIVE AND EQUIPMENT SUPRER 14.ME CODULT RUNS AS 910M1(M THE PLANS ARE APPRO7MAIE EXACT LOCATION AND ROLLING PRIOR TO ROUGH-IN OF CONOUT AID WEE AU.EOUPIENT SHALL E PROPERLY CONNECTED SHALL E PER DOSTWE FELD 010110115 ACCORDING TO RE NAMEPLATE DATA FIUINSIED ON TEE 13680 SW PACIFIC HWY EOUPMENT(11E ESGN OF WE PLANS ARE BASED RIPON EST AVAL.AEE NEO MAIIOI AT TIGARD,OR 97281 11 PROVIDE PULL BOXES MD.UNCTION BOXES WERE SHOAT OR RECJRED BY NEC. LIE TIE O DESIGN AM SOME EQUIPMENT CURACTERSDCS MAY VARY FROM IESKNI AS SHOWN CN THESE DRAWINGS). ISSUE DATE 29.LOCATNN OF ALL OUTLET,BOXES ETC..A THE TYPE OF C71NEC1KN(RUG OR DIECT) NOTES U5/21/13 SHALL E CONINED MTH THE OWNER'S REPRI7SENTATIVE PRIOR TO ROUGH-N. GENERAL CONTRACTOR TO CHECK REWREIENTS MTH LOCAL POER COMPANY AND AIISOCMN. IS UCD10R CONSTRUCTION ADDITIONAL SUB PANEL OFF THE PPC CABINET MGM BE REOLIED 10 FEED NEW IETMIORK AWN EOUPMENT. 22•x34.SC-ALL NOT TO SCALE REVISIONS 11•.I7 SCALE: NOT TO SCALE ELECTRICAL NOTES 1 I NOT USED 12 REV. DATE DESCIDP'IIN MI NLS 0 11/01/12 9C%CONSTRUCTION DRAWINGS CSC) I 05/15/13 1007 CONSTRUCTION DRAWINGS JD 2 D5/20/13 100%CONSTRUCTION DRAWINGS TB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET EXISTING 200A EXISTING 200A GENERATOR 0 METER/DISCONNECT SWITCH RECEPTACLE 111 I\-1 IM 2M1A I ��o PROFFS TO EXISTING UTILITY POWER O � : n SOURCE U ' - TALLIER SWITCH & LOAD ,ci �N G I N EF'� /O� ■200A L2006 78455PE / PROPOSED PROPOSED jlca EXISTING SERVICE GROUND J �� CABINET CABINET (o \ IAMBS BBU .-. a NNN CIRCUIT SCHEDULE -----e 1006 C‘,;:)'‘ OREGON o° NO FROM TO CONFIGURATION _tee. �/.15A !/(�ti18E R o�� `y 0 SOURCE METER CENTER EXISTING /-\ TRANSFER SWITCH & EXISTING LOADS (REFER TO /'\~/'\ EXISTING LOADS (REFER TO - D D I A v / © METIR/DSC LOAD CENTER EXISTING PANEL SCHEDULE �O PANEL SCHEDULE I 1 W TRANSFER D CENIERH & RECG EPTICTLLEE EXISTING /~/'1 \`--(4_� TRANSFER& LOAD PROPOSED I11BS (3) /2 ANC, (1) /8 CND IN .~-o� ( RENEWAL DATE: - O CENTER SUB-PANEL CABINET 1 1/2•CONDUIT \ TRANSFER& LOAD PROPOSED BBU (3)/10 ARC, (1) /10 CND IN s.--o^ \--ID O CENTER SUB-PANEL CABINET 1 1/2'CONDUIT _ �/� SIICCT TITLL ONE-LINE DIAGRAM& POWER PANEL SCI IEDULE SI ACCT NUMBCIt ILEVbI;:nt E-1 2 22''34'SCALE: NOT TO SCALE NOT USED I 3 =063XC002 11•x17'SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. F 41 5 P r i n t> 86 BLOCK LEFT DIN RAIL PUNCH-OUT S r� IWII S U Ill G SERVICE LIGHT V I 1 v 1 V GROUNDING BAR CABLE HOLE . - SMOKE DETECTOR GENERAL DYNAMICS 34U- +I :_� RIGHT DIN RAIL 70�r .' WIRELESS SERVICES li I_.IIIII- III II I � 00000000000000 .1LJ.a:0;;;;E:e.4-II 7-0000000 �— • 1 t I I I• fli' — ".' 260- ,o:o CSC O:O O:O■^� • aooaaoan000gcn0000 I IM68� I .fl " 2841- SUPPORT PLATE LOAD BREAKERS ON LYLD F1-FIB I I I I I BLOCK GROUND BUS 2441- 1, �! 151 GROUP OF DC t �l C�4Z�4�[':j��I ��Ii]` 50 BAR •�■� ,', 1, SPIN 11 /1 r 2 NEW 241_ 2ND GROUP OF DC [c :4I\:4�:4/\:4�'•I[:II'4I - a I II��I 2041_ SPEW .e Li e lit smartlink tau_ � POWER coRE tl 11�^ SUPPORT FOR BSDU —O O H 4 144.32 SE EASTGATE WAY.SURE 260- 3RD GROUP OF OC REGIRILRS 1) 'IIL 11. I==� BELLEVUEWASeoo7rrr91 1441— '_ 4 SPD. 20— O �•• TEL:(426)274-4444 FAX:(426)274-4449 1241— `.. 10U— 10— . ` I ' ■EI rlt��rr.T rvfJItA1'1TIJV: HXDXW' 1Rg1YB7lYJnOyy - - JNCI UDNG MUD�� -- ■ uY.. \CT\10R}.VhIL.V AM11#11.AUV(�I I BU-- 1/0 NONROR - - - _�� • D R■ . ' rARINFT HEIGHT POLYPHA.SER POLY PIKSER BRACKET IR W/O PLLE M: BRACKET BRAE T - FEELGOOD 2U- I. CPS GABLE e ti - ;--- -' PROTECTOR VOA OR L1N( CABLE DOOR WIR1 2X FAFI ANO FILTER OR M/W CABLE GROUND GABLE P063XC002 AC POWER CABLE 13680 SW PACIFIC HWY I TIGARD,OR 97281 ISSUE DATE: 05/21/1 ISSUED FOR: CONSTRUCTION 22-•34-SCALE NOT TO SCALE DETAILS I 22%34- SCALE: NOT TO SCALE 11•x17-SCALE NOT TO SCALE MMBS BBU ELECTRICAL LD 1 11-%17- SCALE: NOT TO SCALE MUDROOM ELECTRICAL DETAIL. —) REVISIONS kEV. ' JAIL DESCRIPTION vl I AL.S 0 11/01/12 905 CONSTRUCTION DRAWINGS CSD 1 05/15/13 IDOL CONSTRUCTION DRAWINGS .In 2 D5/20/13 1005 CONSTRUCTION DRAWINGS TB NEW EXISTING EXISTING NOT FOR CONSTRUCTKON UNLESS NUBS-NU TELCO DEMARC TELCO DEMARC IABELED AS CONSTRUCTION SET MUDROOM AT PPC (HOFFMAN (SEE NOTE 2) (S E E NOTE 3) BOX) I I,1\A IM GG n (SEE NOTE 1) '`v� D PROFFSL9 �`v(D �N G I N EF�Q /Ov 78455PE } l G 'La Lo ` F.o OREGON o° \__(6) BLACK SHIELDED 24 AWG (3) BLACK SHIELDED 24 AWG �1Fti18 E R N� CATS. N NEW 2 CONDUIT CATS, IN EXISTING CONDUIT '1D DIAGO c)lA 1S • RENEWAL DATE: I NOTES: IICCf 1II11 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. ELECTRICAL 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CATS, INTO MMES-BBU MUDROOM. MAILS 3. CONTRACTOR TO INSTALL NEW 66 BLOCK N EXISTING GELCO BOX NEXT TO EXISTING PPC CABINET. •I ICCT NUMBER ILEVIgON I 2 22-04-SCALE NOT TO SCALE TELCO RISER DETAIL 13 22..34.SCALE NOT TO SCALE NOT USED I 4 E-3 '063XC002 11•x17'SCALE: NOT TO TALE 11•%17•SCALE: NOT TO SCALE TFE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. F #, 4 / / Sprint> r / / / // sitnnsuniG • / / / / / • / / / ,c. GENERAL DYNAMICS 1 // ��\__l� WIRELESS SERVICES / // % // / . , I 0'.Vi #S,1$ 1 Vi A �` smartlink '\. \ / \ \ \ / ` 14432 SE EASTGATE WAY,SURE 260 •. ./ N. / I BELLEWE WA 960076193 • ` /N 'X\ I TEL:NZ)2744444 FAX:1426)2/4-4449 / `� •N. / `\ • •\• \\� Ji' �� PROJECT NFORMATION: / `�. ` • • ��\ %! / `� \ 4` \ %/ NCTNORl:)N MMFtiLAUN('II ` > �, �� > // FEELGOOD• _ ,! ,4. ., / OWTH NORTH . i NOON NOUN /%� 13680 SW PACIFIC HWY `'\\ /!' `'N. ,/ /�T 1 TIGARD,OR 97281 N.N. ! N. ' -! D ■ ISSUED FOR CONSTRUCTION 22':34'SCALE 3/16' - 1•-43' EXISTING ROUTING PLAN I I 22-:34'SCALE: 3/16• - 1'-0• r ..110;•111 NEW TEMP.ROUTING PLAN(INTERIM) 12 11':17'SCALE: 3/32' = 1'-0' 4 2 0 4' 11'x17'SCALE: 3/32' = 1'-0' 4' 2' 0 4' REVISIONS REV. DATE OESCRIPIION PAWLS /. ital TU /- STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS. FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANIMA'S,NW P.M .15 k NM C E1S/TM.ORARY 0 11/01/12 907E CONSTRUCTION DRAVANGS CSD PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. i 1 D5/15/13 100% CONSTRUCTION DRAWINGS JD / 2 55/20/13 100%CONSTRUCTION DRAWINGS TB / / / / NOT FOR CONSTRUCTION UNLESS % / LABELED AS CONSTRUCTION SET / / ��: / /, �,___- EIL-LVS<RL QED PROF-6.8s, / A. i �`�� AGINEF /0 J! 78455P E / \ / \..\•\\/// i )F,oJ OREGON (1.,D��o ._._.... 5 41iiiik;i: N.,e ..'\. . ) I RENEWAL DATE: -- - - I . \ $/ / \ ! \ / / /� SHEET TTTLL \\\' N � \�/\j✓/ !/! CONDUIT ROUTING N. i \ i \.,\ %/ lr-) SHEET NUMBER REVISION: 0, 2 11%17'SCALE: 3/32' - 1•-0' 4 NEW ROUTING PLAN(FINAL) 13 NOT USED 14 �_� 3063XC002 11'■1T SCALE 3/32'� 1'-0 4 2 0 4'THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ' A• NOM Spring AGB SHALL BE MECHANICALLY GROUNDED TO 1. ALL DETAILS ARE SHOWN N GENERAL TERMS. ACTUAL INSTALLATION TOWER THROUGH BOLTS (WITHOUT INSULATORS). AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. NO HOMERUN GROUND LEADS ALLOWED. 4, 2. GROUND ALL ANTENNA BASES, FRAMES,CABLE RUNS,AND OTHER yE METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO 1.I SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BIS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. • GROUND COAT( SHIELD Al BOTH ENDS AND EXIT FROM TOWER OR - USING MFR'S PRACTICES-POLE US S !l I\/I S U Ill G It• 3. ALL GROUND CONNECTIONS SWILL BE EXOTHERWC.ALL WIRES SHALL BE COPPER THN4/iHWN. AU.GROUND WIRE SHALL BE GREFH NSLKATED WARE ABOVE GROUND • 4. GROI1HDINC�A«D onER oPENATIONAL NITGO 11.10 E WITNESSED GENERAL DYNAMIC S BY sPPoNT WIRELESS, LLD. REPRESENTATIVE. WIRELESS SERVICES (N) MOUNT CONNECTED TO (E)AGB 5. REFER TO DMSION 16 GENERAL ELECTRIC; GERAL ELECTRICAL (AG8 TO LOCATED IN THE FlEL,p BY PROVLSION AND COMPLY WITH ALL REQURE EN OF GROUNDNG CONTRACTOR) (TYP. 3) STANDARDS.. .. 'II 6. GROUN ING CONTRACTOR TO PROVIDE DETAILED ESK;N OF ® CROUNDNC SYSTEM PER SPRM STANDARD GRNDING METHOD, ,',/ �, AND RECEIVE APPROVAL . TOR T I TAU.ATR AUTHORIZED sPRNT MOBN.ITY REPRESENTATIVE, PRIOR TO INSTALLATN Of GROUNDING �,,r��., ® SYSTEM. PHOTO DOCUMNNlT ALL IXOTFERYIC GROUND RING 7. ICONSTRUCTION IF T�ARE�" DIFFICULTIES s m a r t l i n k _ _�� INSTALLING cROUHDINC SYSTEM DUE ID SITE SOIL CONDITIONS. ��\A' B. ALL EXISTING GROUND BARS.WIRES R CONNECTIONS SHALL BE � � © FEED VEPoTIED. ANY ADEQUT ITEMS SHAM BE REPLACED AS 1M32 SE EASTGATE WAY.SURE 260 REQUIRED ro ACHIEVE ADEIX.NTE GROUNDING REQ(ARW BY SPPoNE. BELLEVUEE WA 980076493 TEL:(426)2744444 FAX;(426)274-4440 / l 14 A LL.T INIORMATIQN:n GENERAL GROUNDING NL. I I. �I lilt,�,�� )` , ,, GROUNDING NOTES NCTNORf:V DNMAIBSIAtENL71 � '� " I. 170OTHFRMIC NEWS (2). 2 AWD ME TINED SCUD COPPER D R. cOM UCTORS ro (ROUNDING BAR.IIOI/IE CONDUCTORS TO 84 ED® © 4444/, p GROUNDING RING ANC PROVIDE PARAUEL EXOTHERMIC WELD. F E E LG O0 D LEGEND(EXOTHERMIC CONNECTION �,� t,�. �`% 2. EACH A M AMAR,�R�D LINES BETWEEN) MECWNIICAL CONNECTION M, KoW1H NMRI 3. ALL HARDWARE 10-6 STAINLESS STEEL. INCLUDING LOCK P063XC002 WASHERS. COAT ALL SURFACES WITH AN AND-O)OIIANT COMPOUND 13680 SW PACIFIC HWY 0 COMPRESSION CONNECTION ��` BEFORE MATING.ALL HARDWARE SHALL BE STAINLESS STEEL 3/6 COB COLLECTOR GROUND BAR NCH METER CR LARGER. TIGARD,OR 97281 4. FOR GROUND BOND TO STEEL ONLY: 815ER1 A CAOMUM FIAT I,-I.II I I 1'I Moe O(TERNAL GROUND BAR WASHER BETWIEEN LUG AND STEEL COAT M.L. SURFACES WITH NI ANTI-OXIDANT COMPOUND BEFORE MATING. Z`'� • 5. GROUNDING BAR MO BOLTED ON BACK INSTALL OF I Sul°IOR CONSTRUCTION 22%34"SCALE 1' - 1•-0' N EAT-SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING 11..17.SCALE 1/2 - 1-0• 1 6-. ANTENNA GROUNDING PLAN(FINAL) I IONS CONNECTION c INTENT 6 TO WEATHERPROOF THE REVISIONS / / XLV. ' 'JAL DESCRIPTION INITIALS / / 6. NUMBER OF GROUNDING BARS MAY WRY DEPENDING ON THE / / TYPE Of TOWER. ANTENNA LOCATION.AND CONNECTION 0 11/01/12 905 CONSTRUCTION DRAWINGS C50 /. /- ORIENTATION. PROVIDE AS REQUIRED. / / 7. GROUNDING KR SHALL TYPE AND PART NUMBER AS SUPPLED 1 05/15/13 100%CONSTRUCTION DRAWINGS JO / • OR RECOMMENDED BY CABLE MWJUFACRIRER. • 2 05/20/13 100%CONSTRUCTION DRAWINGS TB / / B. WEATHERPROOFING SWILL BE TYPE AND PART NUMBER AS . SUPPLED OR RECOMMENDED BY CABLE MANUFACTURER. // / / /' / / 9. SUPPLED AND INSTALLED BY CONTRACTOR. / / / 10. WHEN THE SCOPE OF WORK REQUIRES THE/COITION OF A / •/ ,t / GROUNDING BAR TO AN EXISTING TOWER,THE SUBCONTRACTOR NOT FOR CONSTRUCTION L1NLE'_•'. % /'�� •/ / _�� SHALL OBTAIN APPROVAL FROM TIE TOWER OWNER PRIOR TO LIBELED AS CONSTRUCTION 5E' / / / / MOUNTING NNE GROUNDING BAR TO THE TOWER. / / 1 / / I I E\�111:T / / ) / / I EXTEND TWO (2) 2 AWG WINED CU CONDUCTOR FROM BURIED ,L ) A I GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW p PROF •<` \ / \\ �I �\ /C \`\v I TO THE T .OWER. (APPLICABLE TO .0 TOWERS DDrNYC.)coNNErrLONS �,�G! GIN F`sS/ N. / \ 12. IA-UMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE / \ TYPE OF TOWER.ANTENNA LOCATION. AND CONNECTION ,.\ ♦ \�,\ N.N. ♦// \\ AGE OONING B AS RE RESPONSIBLE 78455PE v� N. / •N N. / N. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIOUD TIGHT. (4 `' / \`E. I (P / CD <,� �``�` ��,___,� //t.\` _ �.,��I._- ,) F,oTFOREGO 9 0 / r �" i'' N 44 BER \ 1 N. ♦ \ ��tit N. / . \ a® // \\ IV® / RENEWAL DATE: -- - .. / / / 1aN \ / as 5" // - `•�` v i SUM TRIL N.` / ` / X11 N'\\ /// NM 1 ROOM GROUNDING PLAN i `` `v/ 1 ` NI 1 \, 51 1[[7 NUMBER: P1VISTO�L E-5 2 22•.34'SCALE: 3/16-- ,-o- EQUIPMENT GROUNDING PLAN(INTERIM) I I l sT7-SC 3/1r 2- - ;._o• 4 4• I Qt IIPMENT GROUNDING PLAN(FINAL) 13 '063XC002 1I•x17•SCALE: 3/32•- l'-O• 4 4' ( ) THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. IP- i 4 (ANTENNA SECTOR 11 rwrEmiz-S Cc 2J [ANTENNA SECTOR 31 800/1900 800/1900 1300/1900 Sprint' EXISTING MHz EXISTING MHz EXISTING MHz SPRINT SPRINT SPRINT SPRINT' SPRINT SPRINT ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA S1lI11ISUI1IG COAX JUMPER CORK JUMPER COAX JULIPER F GENERAL DYNAMICS II ■ r • r1 WIRELESS SERVICES ti - i a ti i ti i a X00 ET— I�• 311 ID 0 =1 RI EI Mb. - I = I smartlink Ij 14432 SE EASTGATE WAY.SUITE 260 rD(IST. CGB WI - - _ _ _ _ _ _ _,1 - _ - F7AD7 5T.CGB 45� - _ �— _ _ -0- �i5f. 'COB u� _ - _ _ }1OA 1-U (425)274-4444 BEilEWEWA 9B007N93 8I Ta: FAX,(425)2/4.4445 /'to ANC /'to Awc�^ wc�- PR CENT NFORM\T ON: I G / a1� m �iL7\10RH.VT�IL�V MA18tilAlN(71 HYBRID CABLE INTERNAL I HyBRID HYBRID CABLE INTERNAL Z; HYBRID WI CABLE INTERNAL Z Q D R. GRD WIRE TO BE ORD RE TO BE I GRD WRE TO BE TRIMMED TO FIT AD TR I RBED 70 FR AND I TINNED TO FIT AND ATTACHED TO GRD BAR ATTACHED TO GRD BAR ATTACHED TO GRD BAR FEELGOOD DC/FIBER DC/FIBER _ � ,,,,�_ P063XC002 (E)Jz ANC _ _(E) I2 AWG_ _ LEGEND _ _ — — 13680 SW PACIFIC HWY • EXOTHERMIC CONNECTION TIGARD,OR 97281 ❑ MECHAICAL CONIEC7gN ��pp¢---ppp��----��pp, CCAPfESSION CONNECTION ISSUE onTC 05/21/13 I:c;b J CGS COLLECTOR GROUND BAR / ISuCOroR CONSTRUCTION EXISTING UPPER TOIMETL ice EMERNAL CROAD BAIT GROUND BAR ',ROUNDED REVISIONS TO TOWER THROUGH BOLTS REV. DATE DESCRIPTION INIIALS 0 11/01/12 90%CONSTRUCTION DRAWINGS CSD 1 05/15/13 100%CONSTRUCTION DRAWINGS JD GROUNDING NOTES 2 05/20/13 100%CONSTRUCTION DRAWINGS TB W W W 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMC WELDS. ig G G G LL EXOTHERMIC WELDS SHA NCLUOE ALL CABLE TO CABLE.SPLICES, ETC. ALL CABLE TO GROUND ROOS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS NDCATED. GROUND FOUNDATKIN ONLY AS EXSTING DE EXISTING 8 8 8 NEW INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL,TOOLS, NEW GPS CABINET CABINET MMES HYBRID CABLE MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND ANTENNA _ CABINET INTERNAL CRD WIE NOT FOR CONSTRUCTION UN.ESS — — CONDUCTOR SHALL HAVE A MINIMUM 24' BENDING RADIUS. LABELED AS CONSTRUCTION SET TO BE TRINNED T) FR AND ATTACHED 2. ALL EJLOTEERMC WELD CONNECTIONS ON GALVANIZED SURFACES SHAH I I,I'4LII:I D TO GRD BAR CLEWED THOROUGHLY AND COLORED TO PATCH SURFACE wrm(2) ,.. ._0 PROF( WEATHERPROOFING I TWO COATS OF GAL ATE (WIITE) PART. OR SNLVERBRITE (ALUMINUM). ! `S n - - _(E) 12 AWG_ _ yW 3. ALL ELECTRICAL& MECHANICAL ANTIOXIDANT COMPOUND APPLED�TO CONNECTIONCf10NS SHALL HAVE �\�j� O Cj N E[ u�O� COAX :A ::,1 4. CNTRANNU�DIPRPROCEDU ES.BE GROUND R GRID RRESTSTA NCCEE S HY HALL SPRINT T DC �� \778455PEC �` /2 AWG / III 5-0INS. n AWG - YOMGB O1 _� G� 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS 1 BAR IN ] FOLLOW: v \ 1.ONE (1)COPY TO OWNER REPRESENTATIVE `I LC L� 1 EXISTING LOWER 2.ONE (1) COPY TO ENGINEER yUrl, TOWER GROUND BAR 3.ONE (1) COPY TO KEEP ASIDE EQUIPMENT INCLOSURE Cp 8_ ALL RADIO EQUIPMENT AND UDUTY CABINETS GROUNDS LEADS TO BE#2 CiO OREGON o° I I I I MC STRANDED GREEN JACKETED FROM BUSS TERMINAL. A I I 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N-2. ` _ F41BER , ` :JI NEW BBU 8. ALL ANTENNA MOUNT GROUNDS SHALL BE /2 AWG STR A DED GREEN D I AG�CABINET JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. , #2 ANC 9. SOLID BARE AS REQUFROM GROUND BARS TO GROUND SHALL BE/2 AWG 10.ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND ( RENEWAL DATE:WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE./2 AWG -I I,I I TOLL GROUNDING DETAILS EXISTING #2 AC EXISTING #2 AG GROUNDS TO EXISTING GROUNDS TO EXITING GROUND RING GROUND RING A ACCT VUMBCR: ILL-VISION: E6 2 x34 SCALE: NOT TO SCALE I �O63XC002 11.,,17. r.LL sE: NOT TO SCALE GROUNDING RISER DIAGRAM THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • _ 4 NOTES:14 Sprint 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AD ALWAYS iT•TO 24' INSPECTION DIRECT GROUND W C DOWN TO ANTENNA GROUND BAR. ANTENNA CABLE �I WINDOW REQUIRED FOR BUTT CONDUCTOR 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE&PART HUMBER I ALL INTERIOR INSULATION UP AS SZUPPUED OR RECOMMENDED BY CABLE MANUFACTURER.) - - EXTERNAL TWO-HOLE AGAINST THE / 1/ r RRU TO ANTENNAS WEAIHERPR00cNG KR I L--2 1/2.0 MAX TOOTHEAD CONNECTORS CONNECTOR 1/4'MN S /� NI S I\I lj (SEE NOTE 3) 3/8.6x1 1/ • BARREL 1'YN TOTAL OF 6 UNES PER CABLE GROUND KIT S/S NUT �- • ; HAS B H IF THE SITE s/s LOCK • I A` HAS BOTH 600& 1900 /6 AWC STRANDED COPPER GROUND - _ WASTER WIRE (GROUNDED TO GROUND BAR) (.I S/S FIAT I•—•1 IMMI GENERAL DYNAMICS . •. • WEATHERPROOFNG (SEE NOTE 1 6 2) WASHER _ I I Nn(Tw.) WIRELESS SERVICES J STANDARD GROUND CONNECTION OF CABLE GROUND KIT TO ��m�' _ I I / cc(3 E-(SEE •,�,I�R�„� ,111! E:21 NB ( DET/3 E-5) ANTENNA CABLE m o SHEAR HEAT KIT(TYP) • r IM.1 IM MI SHRINK SEE NOTE 2 I■1 `�� I�1 ANTENNA TPA ) \ GROUND BAR FEAT ',', 1.DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS SHRINK f-ANTENNA GROUND DIRECT GROUND WIRE DOWN TO GROUND BAR. S/S FLAT WASHER ,,, • AWG BAR, SWAP TO S/S BOLT (1 OF 2)/ CONTRACTOR TO 1(16-057. MOUNT 2.GROUNDING KIT SHALL BE ANDREW SUREGROUNO TYPE KR MM VERFY THAT DE MIAMI GROUND BAR NEAR TWO-HOLE LUG. "DO NOT s m a r t I i n k GROUND BAR IS TOP OF MONOPOLE, DISCONNECT'TAG GROUNDED TO THE TOWER OR WAVEGUIDE 3.6/SATHER PROOFING SHALL INCORPORATE PPC WEATiERPROOFNG ON ALL GROUND TOWER OR RING LADDER. TAPE KIT, COLD SHRINK SHALL NOT BE U . BAR INTERCONNECTS AND EOUAUZERS 14431 SE EVUE WA WAY,SURE 2b0 BELLEVIIc WA 9000/4493 TEL:µ1b)2144444 FAX(425)274-4449 Il I'ICAL COAX GROUNDING PILAU'T INTORAI\TION: II 22-434•SCALE: NOT TO SCALE 22•.34•SCALE: NOT TO SCALE 22'.34• Sru F. NOT TO SCALE 22'.34•SCALE:NOT TO SCALE \R\\OR.t:VhIA�\A1MUli U1UNL71 „•x,r SCALE: NOT TO SCALE NOT USED I „•1r scxe NOT 1n SCALE I��ANTENNA GROUND BAR I ? 11':17'SCALE: NOT TO SCALE CABLE GROUNDING 13 „•.1r SCALE: POT TO SCALE TWO 11'�LE LUG 1 4 D R. NUL *PROVIDE NO-OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE 12 TINNED GROUND FROM AMENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR FEELGOOD WITH GREEN, 600V, THHN/THWN MOUNTING PIPE •CONTRACTOR WLL VERIFY BUSS BAR INSULATION. SIZE AS SPECIFIED GROUNDING TO THE TOWER OR RING. P063XC002 1i1 HYBRID CABLE 13680 SW PACIFIC HWY 1 ��• TAR I GROUND LEAD TIGARD,OR 97281 `� 11r� I UE DATA: r r Pill U5/2i/1 I I ISuE1)FO CONSTRUCTION I-ie TEF—III > � 0 0 OQ O0 0 0 0 0 O0 0 EXISTING 4'.12'.7/4'Twc.. TINNED • \ O O O 0'0 0 0 0 O0 O GROUND BAR a CONNECTIONS, REVISIONS MECIWIICJLLLY GROUNDED TO ATV_ OATS OESCRw'ON NM1ML5 W b A O 0 0 0 0 TOWER TROUGH BOLTS. 0 11/01/12 907E CONSTRUCTION DRAWINGS CSD � \�� / I 151111k.,. W • 0 0 0 0 0 0 0 0 1 05/15/13 1005 CONSTRUCTION DRAWINGS JD S��`\\! v\ ��\ TYPES �� TYPE Go I1� � TWO-HOLE LUG. BOLTED TO 2 O5/20113 IDOS CONSTRJCTION DRAWINGS TB GROUND BAR USING 3/8'-18 x 1 1/4•STAINLESS STEEL HD( HEAD BOLTS AND HARDWARE. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET UCENSURL:SCALE 22.x34"SCALE: NOT TO SCALE 11.1r SCALE: NOT TO SCALE I�I'k;/1L EXOTI IERMIC WELD CONNECTIONS 22.134'- 77•� NOT TO SCALE I t 5 SECTOR GROUND BAR.CONNECTIONS 6 QED OFFS 'cc-- AGINEF s% LB HOUSING STRANDED Cu WIRE WITH GREEN, *PROVIDE NO-OX GREASE AT CONTACT 4� FOR SIZE,AS SPECWIE INSULATION. SURFACE BETWEEN LING AND GROUND BAR 78455PE ELECTRIC /6 UNIT TO GREEN STRANDED CU SIZE AS SPECIFIED CONDUIT GROUNDING CONDUCTOR FROM 2• PORT RRU UNIT TO ,2 AWG GROUNDING 2• LIOVD NEW NEW W/ CONDUCTOR EP CONDUIT r�MMBS TIGHT LAID^ BATTERY ADAPTOR GROUND BAR ON WALL. GROUND LEADS TO EACH t Q FOR HYBRD 1 CIABINET. i COUPLING CABINET A' THIN WALL C-TAP W/PINK DYE FLOOR OR DN ANTENNA I L- ECTOR NRD i CABLES 1 #8871I —� 2, INDEX (SEE NOTES) TOWER GADS _ `' ��.0 OREGON RGS X8436 GROUND 0 A/C � \ L '4/B E R 2' L11GM I NilThli III TGROUND I I I CONDUIT C BUR INSIDE °°° 711 IIII I�!I CABINET I,,�;� . . ..„. 0 . 00 . 00 . 000 . ... . �q� DIAGGN j�l}S MI ! ! ! �k jI� P o 0 o a o 0 0 ©7 EXISTING �,R • O 00000000000000000000 0i r Rcs ■ 2 UOUID TIGHT I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RENEWAL DATE: A/c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • CONDUIT 2• ROT DC 2• 11QLN0 /2 AWG STRANDED CU CONDUIT TO TIGHT /8435 GROUNDING CONDUCTOR TWO-HOLE LUG, BOLTED TO / 51 ICU T1111: NEW IAMBS GROUND BAR USING 3/8•-16 x 1 CABINET -� #2 GREEN 1/4•STNNLESS SILLL HEX HEAD GROUNDING DETAILS NOM(-- - - -- - - CONTRACTOR TO SURROUND COMPLETED \ BOLTS AND HARDWARE. CONNECTION W/ WEATHER PROOFING TAPE TO EXISTING GROUND YGB ENSURE WEATHER PROOF CONNECTION. RING EXOTHERMIC WELD WITH /2 AWG SOLID TINNED - • GROUND BARS AT BOTTOM BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, SI IEET NUMBER R.EVISIONt /2 TINNED BCW RING OF TOWERS OR MONOPOLES 600V THHN/THWN INSULATION TO ANTENNA EXOTHERMIC WELD ^ SHALL USE EXOTHERMIC STRUCTURE, BUILDING, RING GROUND OR MGB LJ CONNECTION. DIAGRAMMATIC LAYOUT ONLY. AMY VARY. 22•x34•SCALE:NOT To SCALE CABINET GNU SCI IEMATIC 7 22•.34•SCALE: NOT TO SCALE C-TAP CONNECTION 18 22•%34• SCALE: NOT TO SCALE ` 11•x17'SCALE; NOT TO SCALE 11•07•SCALE: NOT To SCALE 11'17•SCALE: NOT TO SCALE TOWER MASTER GROUND BAR CONNECTIONS ) DO 63XCO02 THE INFORMATION COHTANED N THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.