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Plans 4 6v/a2673 -ae3 2 RE CENED FEB 1. 2009 IG� Cg ! V pate: January 22, 2009 C u∎I pFT ISIp N Elaine Neumann Crown astle USA, Inc. ' Crown Castle USA Inc. 2000 Corporate Drive 5350 North 48th Street Canonsburg, PA 15317 Chandler, AZ 85226 (724) 416 -2000 Subject: Structural Analysis Report Carrier Designation: AT &T MOBILITY Co- Locate Carrier Site Number: PW11 Carrier Site Name: Washington Square Crown Castle Designation: Crown Castle BU Number: 879570 Crown Castle Site Name: WASHINGTON SQUARE MALL Crown Castle JDE Job Number: 109108 Crown Castle Work Order Number: 249622 Engineering Firm Designation: Crown Castle USA, Inc. Project Number: 249622 Site Data: 9585 SW Washington Sq Rd, TIGARD, Washington `� ^ � T Counnty, OR Latitude 45° 27' 10.7 ", Longitude -122 ` 1 ®�� 75 Foot - Monopole Tower , T Dear Elaine Neumann, Crown Castle USA, Inc. 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 249822, in accordance with application 67381, revision 5. 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: LC1: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. The analysis has been performed in accordance with the TIA/EIA -222 -F standard and local code requirements based upon a wind speed of 80 mph fastest mile. • All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle USA, Inc. appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA Inc.. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: � p,EO PROFFS PUP 8 _ O �l �! p2._, 0 4GiN FR of Tigard 44 7h907PE A . eyed Plans Aaron C. Pool, P.E. Engineering Supervisor i ' ;',IWAT Date 7 --1 0 C - 1 6 q OREGON h q - e 6 0 - 'yq, ° O " t /22/o9 • RISA Tower Report - version 5.3.1.0 (EXPIRATION DATE: t 2 -/si lt U J OFFICE COPY January 22, 2009 75 Ft Monopole Tower Structural Analysis CC/ BU No 879570 Project Number 249622, Application 67381, Revision 5 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISATower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations 1 RISATower Report - version 5.3.1.0 January 22, 2009 75 Ft Monopole Tower Structural Analysis CCI BU No 879570 Project Number 249622, Application 67381, Revision 5 Page 3 1) INTRODUCTION This tower is a 75 ft Monopole tower designed by Rohn in July of 2000. The tower was originally designed for a wind speed of 85 mph per TIA/EIA- 222 -F. 2) ANALYSIS CRITERIA ` The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA -222 -F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 80 mph with no ice, 69.3 mph with 0.5 inch ice thickness and 50 mph under service loads. Table 1 - Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 3 andrew i QBXLH- 6565A -VTM w/ 1 I 1 Mount Pipe � 72 72 12 kathrein 860 10025 1 12 1 7/8 11 1 . 12 powerwave I LGP214nn I ; technologies j , � ! l Notes: 1) Proposed Equipment. The antennas are proposed to be within 6'4" x 9' high concealment Table 2 - Existing and Reserved Antenna and Cable Information _ Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Ante _ ..-- - - -._ . -. - - - — RR65- 18 -04DP w/ Mount 3 I ems wireless i Pipe ( 6 1 1 -5/8 1 I 84 84 I I 3 1 ems wireless j RR65 -18- Plpe w/ Mount I 6 i 1 -5/8 2 I Notes: 1) Existing Equipment 2) MLA Equipment. Not used in the analysis 3) All antennas at elevation 84 are within 30" x 152" concealment. 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) j 30 EMS ACCELLERATOR 1 12 1 7/8 • ! 81.5 81.5 1 ems wireless i (30 "x152 ") RISATower Report - version 5.3.1.0 January 22, 2009 75 Ft Monopole Tower Structural Analysis CCI BU No 879570 Project Number 249622, Application 67381, Revision 5 Page 4 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document I Remarks Reference I Source • 4- GEOTECHNICAL REPORTS ADaPT, Job# OR99 -2522, 1574694 I CCISITES a i 8/11/1999 4 -TOWER FOUNDATION i Rohn, Eng. File# 44583AE, i 1625445 i CCISITES DRAWINGS /DESIGN /SPECS 7/14/2000 _ 4 -TOWER MANUFACTURER j Rohn, Eng. File# 44583AE, i DRAWINGS 7/11/2000 1626447 I CCISITES 3.1) Analysis Method RISATower (version 5.3.1.0), 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) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by TIA/EIA- 222 -F. 5) Grout was not considered in the analysis 6) EMS Accellerator and flange plate and top level were assumed to be OK. According to antenna specifications, the 30" accellerator antenna is able to support a wind speed of 100 mph. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle USA, Inc. should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Section I Elevation (ft) ( Component Type Size I Critical P (K) SF•P_allowl % I Pass / Fall No. Element (K) Capacity Li I 75 - 40 Pole TP30x30x0.375 2 I -5.510 1356.847 1 14.8 i Pass L2 40 - 0 Pole i TP30x30x0.375 3 I - 10.634 1356.847 ! 39.4 I Pass Summary Pole (L2) i 39.4 Pass Rating = 39.4 I Pass • 4 • RISATower Report - version 5.3.1.0 January 22, 2009 75 Ft Monopole Tower Structural Analysis CCI BU No 879570 • Project Number 249622, Application 67381, Revision 5 Page 5 • Table 6 - Tower Component Stresses vs. Capacity - LC1 Notes I Component Elevation (ft) 1 % Capacity Pass / Fail 1 i Anchor Rods j 0 I 31.5 j Pass ' 1 I Base Plate 0 , 34.8 Pass 1 Base Foundation + 0 ' 84.2 Pass 1 1 Interior Flange Plate 1 I j & Bolts 40 14.3 & 18.2 i Pass Structure Rating (max from all components) = 84.2% Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and foundation are sufficient to carry the existing, reserved and proposed loading. No modifications are required at this time. I RISATower Report - version 5.3.1.0 • • January 22, 2009 • 75,•ft'Monopole Tower Structural Analysis CC! BU No 879570 • Project Number 249622, Application 67381, Revision 5 Page 6 • • APPENDIX A RISA TOWER OUTPUT • • • • • '. RISATower Report - version 5.3.1.0 • • 8n e DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 30' X 152" Concealment Canister 87 667 (4) 860 10025 72 RR65- 18 -040P w/ Mount Pipe 84 (4) LGP214nn 72 RR65.18.04DP cal Mount Pipe 84 OBXLH- 6565A -VTM w/ Mount Pipe 72 RR65- 18 -O4DP w/ Mount Pipe 84 (4) 860 10025 1 72 (4) 860 10025 72 (4) LGP214nn 72 75 Oft (4) LGP214nn 72 OBXLI+6565A-VTM wl Mount Pipe 72 OBXLH- 6565A -VTM w/ Mount Pipe 72 6'4 "X9' Concealment Canister 72 MATERIAL STRENGTH GRADE I Fy ( Fu I GRADE I Fy Fu A139 -52 152 ksi 166 ksl i • TOWER DESIGN NOTES 1. Tower is located in Washington County, Oregon. 2. Tower designed for a 80 mph basic wind in accordance with the TIA/EIA -222 -F Standard. 3. Tower is also designed for a 69 mph basic wind with 0 50 In ice. 4. Deflections are based upon a 50 mph wind 5. TOWER RATING 39 4% E n 0 ° a n ° ° n N 40 0 ft N dl a 0 n 0 - n 0 0 °a ° °n n AXIAL 13K SHEAR MOMENT 4 K j 248 kip-ft 69 mph WIND - 0.500 in ICE AXIAL 11 K MOMENT SHEAR 320 kip-ft 6K 0011 m REACTIONS - 80 mph WIND a _ N " .... C Y = = Y el a el 13 13 1' 3 v E u I n o °e Q' C QI/► /N Cro Cas USA, Inc. Jos BU# 879570 CA 1 4' E 2000 Corporate Drive Pro WO9 249622 i 1 Canonsb PA 15317 O11 ject Crown Castle USA, Inc. °Mae b y jarroyomonro N'P Shaping the Wireless World Phone (724) 416 -2000 code TIA/EIA -222 -F Date 01/22/09 Scale NTS FAX' (724) 416-2254 _ Pero. R15A Models - LererslwertAreeuMmrol '1e7es7tae7es7oed Dw9 No E -1 RISA Tower Job Page BU# 879570 1 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. FAX: (724) 416 -2254 jarroyomonroy Tower Input Data I There is a pole section. This tower is designed using the TIA/EIA -222 -F standard. The following design criteria apply: Tower is located in Washington County, Oregon. Basic wind speed of 80 mph. Nominal ice thickness of 0.500 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 50 mph. A non - linear (P- delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options I 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 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA J Use Code Stress Ratios Use Clear Spans For KL /r SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice I Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients - 4 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 I 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 I - Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in i LI 75 000 -40 000 35.000 0 000 Round 30.000 30 000 0 375 A 139 -52 (52 ksi) L2 40.000 -0.000 40.000 Round 30.000 30.000 0.375 A139-52 (52 ksi) Tapered Pole Properties I Jo Page RISATower BU# 879570 2 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed b Phone: (724) 416 -2000 Crown Castle USA, Inc. g by FAX. (124) 416 -2254 jarroyomonroy Section Tip Dia. Area / r C I/C J It/O_ w wit in in' in' in in in' in' in' in L 1 30.000 34.883 3831 765 10.487 15.000 255 451 7653 092 17.440 0.000 0 i 30.000 34.883 3831 765 10.487 15.000 255 451 7653 092 17 440 0.000 0 L2 30 000 34 883 3831.765 10.487 15.000 255 451 7653.092 17 440 0 000 0 30.000 34 883 3831 765 10 487 15.000 255 451 7653.092 17 440 0 000 0 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness A Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft' in in in LI I I 1 75 000 -40.000 L2 1 1 1 40.000 -0 000 Feed Line /Linear Appurtenances - Entered As Area I Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft fr' /ft plf LDF7- 50A(1 -5/8 ") C No Inside Pole 75 000 - 0 000 6 No Ice 0.000 0 820 1/2" Ice 0 000 0 820 CR 50 1070(7/8 ") C No Inside Pole 72.000 - 0 000 12 No Ice 0 000 0.280 1/2" Ice 0.000 0 280 Feed Line /Linear Appurtenances Section Areas I Tower Tower Face AR AF CAAA C Weight Section Elevation In Face Out Face ft ft' ft' ft' ft' K LI 75.000- 40.000 A 0.000 0.000 0 000 0 000 0 000 B 0 000 0.000 0.000 0 000 0.000 C 0.000 0.000 0 000 0 000 0.280 L2 40.000 -0.000 A 0.000 0 000 0 000 0.000 0 000 B 0 000 0.000 0 000 0.000 0 000 C 0.000 0 000 0.000 0.000 0.331 Feed Line /Linear Appurtenances Section Areas - With Ice I Tower Tower Face Ice A AF CAAA CAAA Weight 1 Section Elevation or Thickness In Face Out Face ft Leg in ft' ft' ft' f? K LI 75 000-40 000 A 0.500 0 000 0.000 0.000 0.000 0.000 B 0 000 0.000 0.000 0.000 0 000 C 0 000 0.000 0 000 0 000 0 280 L2 40.000 -0.000 A 0.500 0.000 0.000 0 000 0.000 0 000 B 0.000 0 000 0 000 0 000 0 000 C 0.000 0.000 0.000 0.000 0.331 J RISA Tower Job Page BU# 879570 3 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone. (724) 416 -2000 Crown Castle USA, Inc. FAX: (124) 416 -2254 jarroyomonroy S. Feed Line Center of Pressure I Section Elevation CPx CPz CP CPz Ice Ice ft in in in in L I 75.000- 40.000 0 000 0 000 0.000 0 000 L2 40.000 -0.000 0.000 0 000 0 000 0.000 Antenna Pole Forces I Length Ix ly Modulus Antenna Antenna Length Beacon Beacon of Pole E Pole Pole of Beacon CAAA Weight C Weight ft in' in' ksi ft /ft pllf ft ft K 12.667 26.500 26 500 29000 000 No Ice 1.997 0 000 0.000 0.000 0.000 With Ice 2.084 0.000 0.000 0 000 Discrete Tower Loads Description Face Offset Offsets Azimuth Placement CAA C Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft fit ft K fi ft RR65- 18 -04DP w/ Mount A From Leg 1 000 0.000 84 000 No Ice 0 000 0 000 0.034 Pipe 0.000 1/2" Ice 0 000 0 000 0 069 0.000 RR65- 18 -04DP w/ Mount B From Leg 1 000 0.000 84.000 No Ice 0 000 0.000 0 034 Pipe 0.000 12" Ice 0 000 0.000 0 069 0 000 RR65- I8 -04DP w/ Mount C From Leg 1 000 0.000 84 000 No Ice 0 000 0 000 0.034 Pipe 0 000 1/2" Ice 0 000 0 000 0 069 0 000 s. QBXLH- 6565A -VTM w/ A From Leg 1 000 0 000 72.000 No Ice 0 000 0.000 0.093 Mount Pipe 0.000 1/2" Ice 0 000 0 000 0 173 0 000 (4) 860 10025 A From Leg 1.000 0.000 72 000 No Ice 0.000 0 000 0.002 0 000 1/2" Ice 0 000 0 000 0 004 i 0 000 r (4) LGP214nn A From Leg 1 000 0.000 72.000 No Ice 0 000 0 000 0 014 0.000 1/2" Ice 0.000 0 000 0 021 0.000 QBXLH - 6565A -VTM w/ B From Leg 1 000 0 000 72 000 No Ice 0.000 0 000 0 093 Mount Pipe 0 000 1/2" Ice 0.000 0 000 0.173 0.000 (4) 860 10025 B From Leg 1.000 0.000 72 000 No Ice 0.000 0 000 0 002 0.000 12" Ice 0.000 0 000 0.004 0.000 (4) LGP214nn B From Leg 1.000 0.000 72 000 No Ice 0 000 0 000 0.014 0 000 1/2" Ice 0.000 0 000 0.021 • Job Page RISA Tower BU# 879570 4 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone. (124) 416 -2000 Crown Castle USA, Inc. FAX. (124) 416 -2254 jarroyomonroy a Description Face O Offsets: Azimuth Placement C C Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft ft K ft ft 0.000 QBXLH- 6565A -VTM w/ C From Leg 1 000 0.000 72 000 No Ice 0.000 0.000 0 093 Mount Pipe 0.000 1/2" Ice 0 000 0 000 0.173 0.000 (4) 860 10025 C From Leg 1.000 0.000 72.000 No Ice 0.000 0.000 0 002 0 000 1/2" Ice 0 000 0.000 0 004 0.000 (4) LGP214nn C From Leg 1.000 0.000 72.000 No Ice 0.000 0.000 0 014 0.000 1/2" Ice 0.000 0.000 0 021 0.000 •• 30" X 152" Concealment C None 0.000 87.667 No Ice 0.000 0.000 0.050 Canister 1/2" Ice 0 000 0.000 0.065 6'4 "X9' Concealment Canister C None 0 000 72 000 No Ice 45 600 45.600 0 500 1/2" Ice 46.700 46 700 0.600 Load Combinations Comb. Description No. 1 Dead Only 2 Dead +Wind 0 deg - No Ice 3 Dead+Wind 30 deg - No Ice 4 Dead+Wind 60 deg - No Ice 5 Dead +Wind 90 deg - No Ice 6 Dead +Wind 120 deg - No Ice 7 Dead+Wind 150 deg - No Ice 8 Dead +Wind 180 deg - No Ice 9 Dead +Wind 210 deg - No Ice 10 Dead+Wind 240 deg - No Ice 11 Dead+Wind 270 deg - No Ice 12 Dead +Wind 300 deg - No Ice 13 Dead +Wind 330 deg - No Ice 14 Dead +Ice +Temp 15 Dead +Wind 0 deg +Ice+Temp 16 Dead +Wind 30 deg+Ice+Temp 17 Dead +Wind 60 deg +Ice +Temp 18 Dead +Wind 90 deg +Ice+Temp 19 Dead +Wind 120 deg +Ice+Temp 20 Dead +Wind 150 deg +lce+Temp • 21 Dead +Wind 180 deg +Ice+Temp 22 Dead +Wind 210 deg +Ice+Temp 23 Dead +Wind 240 deg +Ice+Temp 24 Dead +Wind 270 deg +Ice +Temp 25 Dead +Wind 300 deg +Ice +Temp 26 Dead +Wind 330 deg+Ice+Temp 27 Dead +Wind 0 deg - Service 28 Dead +Wind 30 deg - Service 29 Dead +Wind 60 deg - Service 30 Dead +Wind 90 deg - Service 31 Dead +Wind 120 deg - Service • Job Page RISATower BU# 879570 5 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. FAX. (724) 416 -2254 jarroyomonroy Comb. Description No. 32 Dead +Wind 150 deg - Service r 33 Dead +Wind 180 deg - Service 34 Dead +Wind 210 deg - Service 35 Dead +Wind 240 deg - Service 36 Dead +Wind 270 deg - Service 37 Dead +Wind 300 deg - Service 38 Dead +Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K lap ft lap ft L 1 75 - 40 Pole Max Tension I 0 000 0 000 0 000 Max. Compression 14 -6 777 0.000 0.000 Max Mx 5 -5.510 - 119.258 0000 Max. My 2 -5 510 0.000 119.258 Max. Vy 5 4 218 - 119.258 0 000 Max. Vx 2 -4.218 0 000 119 258 Max Torque 3 -0.000 Pole Antenna Max Tension 5 0 015 -5 740 0.000 Max Compression 16 -0 000 0 000 -0.000 Max. Mx 5 0.015 -5 740 0 000 Max My 2 0 015 0.000 5.740 Max. Vy 5 0 906 -5.740 0.000 Max Vx 2 -0.906 0.000 5 740 L2 40 - 0 Pole Max Tension 1 0.000 0 000 0 000 Max. Compression 14 - 12.601 0 000 0.000 Max Mx 5 -10 634 -320 033 0.000 Max. My 2 -10 634 0 000 320 033 Max. Vy 5 5.793 -320 033 0.000 Max. Vx 2 -5.793 0 000 320 033 Max. Torque 3 -0 000 Maximum Reactions I Location Condition Gov. Vertical Horizontal, X Horizontal. Z Load K K K Comb Pole Max Vert 14 12.601 0.000 0.000 Max H. 11 10.636 5 789 0 000 Max H, 2 10 636 0 000 5.789 Max M. 2 320.033 0 000 5.789 1 Max. M, 5 320 033 -5.789 0 000 Max. Torsion 7 0 000 -2.894 -5 013 Min Vert 5 10 636 -5.789 0.000 Min. H, 5 10 636 -5.789 0.000 Mm. H, 8 10 636 0 000 -5 789 Min. M, 8 -320 033 0.000 -5 789 Mm. M. 11 -320 033 5.789 0.000 Min Torsion 3 -0 000 -2.894 5 013 Job o b Page BU# 879570 6 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. FAX (724) 416 -2254 jarroyomonroy Y Tower Mast Reaction Summary I Load Vertical Shear Shear Overturning Overturning Torque Combination Moment, M. Moment, M K K K kip-ft lap-fl lap-ft Dead Only 10.637 0 000 0 000 0 000 0 000 0 000 Dead +Wind 0 deg - No Ice 10 636 0.000 -5 789 -320 033 0.000 0.000 Dead +Wind 30 deg - No ice 10 636 2.894 -5 013 -277 156 -160 016 0.000 Dead +Wind 60 deg - No Ice 10 636 5 013 -2 894 -160 016 -277 156 -0 000 Dead +Wind 90 deg - No Ice 10 636 5.789 0 000 0 000 -320 033 0.000 Dead +Wind 120 deg - No Ice 10 636 5 013 2 894 160.016 -277 156 0 000 Dead +Wind 150 deg - No Ice 10.636 2 894 5 013 277.156 - 160.016 -0 000 Dead +Wind 180 deg - No Ice 10.636 0 000 5.789 320 033 0.000 0 000 Dead +Wind 210 deg - No Ice 10 636 -2 894 5 013 277.156 160 016 0.000 Dead +Wind 240 deg - No Ice 10.636 -5 013 2 894 160.016 277.156 -0.000 Dead +Wind 270 deg - No Ice 10.636 -5 789 0.000 0.000 320.033 0 000 Dead +Wind 300 deg - No Ice 10.636 -5 013 -2 894 -160 016 277 156 0 000 Dead +Wind 330 deg - No Ice 10 636 -2 894 -5.013 - 277.156 160 016 -0.000 Dead +Ice+Temp 12.601 0 000 0.000 0.000 0.000 0 000 Dead +Wind 0 deg+Ice +Temp 12.601 0 000 -4 483 -248 409 0.000 0 000 Dead +Wind 30 deg +Ice +Temp 12 601 2.241 -3 882 - 215.129 -124 205 0 000 Dead +Wind 60 deg +Ice +Temp 12 601 3 882 -2 241 -124 205 -215 129 -0 000 Dead +Wind 90 deg +Ice +Temp 12 601 4.483 0 000 0 000 -248 409 0 000 Dead +Wind 120 deg +Ice +Temp 12 601 3 882 2 241 124 205 - 215.129 0.000 Dead +Word 150 deg +Ice+Temp 12.601 2 241 3 882 215 129 -124 205 -0 000 Dead +Wind 180 deg +Ice +Temp 12.601 0 000 4 483 248 409 0 000 0.000 Dead +Wind 210 deg +lce+Temp 12.601 -2 241 3 882 215 129 124 205 0 000 Dead +Wind 240 deg +Ice +Temp 12 601 -3 882 2 241 124 205 215.129 -0 000 Dead +Wind 270 deg +Ice +Temp 12.601 -4 483 0 000 0 000 248 409 0.000 Dead +Wind 300 deg +Ice +Temp 12 601 -3 882 -2.241 -124 205 215 129 0.000 Dead +Wind 330 deg+Ice+Temp 12.601 -2.241 -3 882 -215 129 124 205 -0 000 Dead +Wind 0 deg - Service 10.636 0 000 -2.261 - 124.998 0.000 0.000 Dead +Wind 30 deg - Service 10 636 1 130 -1.958 - 108.251 -62 499 0.000 Dead +Wind 60 deg - Service 10 636 1.958 -1.130 -62 499 -108 251 -0 000 Dead +Wind 90 deg - Service 10.636 2.261 0 000 0.000 - 124.998 0 000 Dead +Wind 120 deg - Service 10 636 1 958 1.130 62 499 - 108.251 0.000 Dead +Wind 150 deg - Service 10.636 1.130 1.958 108.251 - 62.499 -0 000 Dead +Wind 180 deg - Service 10.636 0.000 2.261 124.998 0.000 0 000 Dead +Wind 210 deg - Service 10 636 -1 130 1 958 108.251 62.499 0 000 Dead +Wind 240 deg - Service 10.636 -1.958 1 130 62 499 108 251 -0 000 Dead +Wind 270 deg - Service 10.636 -2 261 0 000 0 000 124 998 0 000 Dead +Wind 300 deg - Service 10 636 -1 958 -1 130 -62 499 108 251 0.000 Dead +Wind 330 deg - Service 10.636 -1.130 -1 958 -108 251 62 499 -0 000 Solution Summary I Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error ( Comb. K K K K K K 1 0 000 -10 637 0.000 0 000 10 637 0 000 0 000% 2 0 000 - 10.637 -5 789 0.000 10 636 5 789 0 002% 3 2 895 - 10.637 -5.014 -2 894 10 636 5 013 0 002% 4 5 014 -10 637 -2 895 -5 013 10 636 2.894 0 002% 5 5.789 -10 637 0 000 -5 789 10.636 0 000 0.002% 6 5 014 -10 637 2 895 -5 013 10 636 -2.894 0 002% 7 2 895 - 10.637 5 014 -2 894 10 636 -5 013 0 002% 8 0 000 -10 637 5 789 0 000 10 636 -5.789 0.002% 9 -2 895 -10 637 5 014 2 894 10.636 -5.013 0 002% 10 -5 014 - 10.637 2 895 5.013 10 636 -2 894 0 002% 11 -5 789 -10 637 0 000 5 789 10 636 0 000 0 002% RISATower Job Page BU# 879570 7 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. arro FAX: (724) 416 -2254 jarroyomonroy y i Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K • 12 -5.014 -10 637 -2.895 5.013 10.636 2 894 0 002% . 13 -2 895 -10 637 -5 014 2 894 10.636 5 013 0.002% 14 0.000 -12 601 0 000 0.000 12 601 0.000 0 000% 15 0.000 -12 601 -4 483 0.000 12 601 4 483 0 000% 16 2 241 -12 601 -3.882 -2.241 12 601 3 882 0.000% 17 3.882 - 12.601 -2 241 -3.882 12 601 2 241 0 000% 18 4.483 -12 601 0 000 -4.483 12.601 0 000 0 000% 19 3 882 -12 601 2 241 -3.882 12 601 -2 241 0 000% 20 2.241 - 12.601 3 882 -2.241 12 601 -3.882 0 000% 21 0 000 -12 601 4.483 0 000 12.601 -4 483 0 000% 22 -2 241 - 12.601 3.882 2.241 12 601 -3 882 0.000% 23 -3.882 -12 601 2.241 3.882 12.601 -2 241 0.000% 24 -4 483 -12 601 0.000 4.483 12.601 0.000 0.000% 25 -3 882 -12 601 -2.241 3 882 12 601 2.241 0 000% 26 -2.241 - 12.601 -3 882 2.241 12.601 3.882 0 000% 27 0.000 -10 637 -2.261 0.000 10.636 2 261 0.004% 28 1 131 - 10.637 -1.958 -1.130 10 636 1 958 0 004% 29 1.958 -10 637 -1 131 -1 958 10.636 1.130 0 004% 30 2.261 -10 637 0.000 -2 261 10 636 0 000 0.004% 31 1 958 -10 637 1.131 -1.958 10 636 -1 130 0 004% 32 1 131 -10 637 1 958 -1.130 10.636 -1 958 0.004% 33 0.000 -10 637 2.261 0.000 10 636 -2 261 0.004% 34 -1.131 - 10.637 1.958 1130 10.636 -1.958 0.004% 35 -1958 - 10.637 1131 1958 10.636 -1130 0004% 36 -2 261 -10 637 0.000 2.261 10.636 0 000 0 004% 37 -1.958 - 10.637 -1.131 1.958 10.636 1130 0.004% 38 -1131 - 10.637 -1958 1130 10.636 1.958 0 004% Non - Linear Convergence Results I Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0 00000001 0 00000001 2 Yes 9 0.00000001 0 00008491 3 Yes 9 0 00000001 0 00009312 4 Yes 9 0 00000001 0.00009312 5 Yes 9 0 00000001 0 00008491 6 Yes 9 0.00000001 0.00009312 7 Yes 9 0 00000001 0 00009312 8 Yes 9 0.00000001 0 00008491 9 Yes 9 0.00000001 0 00009312 10 Yes 9 0 00000001 0.00009312 ' 11 Yes 9 0 00000001 0 00008491 12 Yes 9 0.00000001 0 00009312 13 Yes 9 0 00000001 0.00009312 11 14 Yes 6 0.00000001 0 00000001 15 Yes 10 0 00000001 0 00011726 16 Yes 10 0 00000001 0 00013137 17 Yes 10 0 00000001 0 00013137 18 Yes 10 0.00000001 0 00011726 19 Yes 10 0.00000001 0.00013137 20 Yes 10 0 00000001 0.00013137 21 Yes 10 0.00000001 0 00011726 22 Yes 10 0 00000001 0 00013137 23 Yes 10 0 00000001 0.00013137 24 Yes 10 0 00000001 0 00011726 Job °b Page BU# 879570 8 of 10 Crown Castle USA, Inc. Project Date ' 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. FAX: (724) 416 -2254 jarroyomonroy 25 Yes 10 0.00000001 0 00013137 26 Yes 10 0 00000001 0.00013137 27 Yes 8 0.00000001 0 00013312 28 Yes 8 0.00000001 0 00012632 29 Yes 8 0 00000001 0 00012632 30 Yes 8 0.00000001 0 00013312 31 Yes 8 0.00000001 0 00012632 32 Yes 8 0.00000001 0 00012632 33 Yes 8 0.00000001 0 00013312 34 Yes 8 0 00000001 0.00012632 35 Yes 8 0.00000001 0 00012632 36 Yes 8 0 00000001 0.00013312 37 Yes 8 0 00000001 0.00012632 38 Yes 8 0 00000001 0.00012632 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 ° Pole 87 6667 - 75 4.318 30 0.407 0 000 Antenna L 1 75 - 40 3 306 30 0 305 0 000 L2 40 - 0 1 205 27 0.249 0 000 Critical Deflections and Radius of Curvature - Service Wind I Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 87.667 30" X 152" Concealment Canister 30 4.318 0 407 0 000 34553 84.000 RR65- 18 -04DP w/ Mount Pipe 30 4 019 0.374 0 000 34553 72.000 QBXLH- 6565A -VTM w/ Mount 30 3 082 0.288 0.000 13545 Pipe Maximum Tower Deflections - Design Wind • Section Elevation Hon. Gov Tilt Twist No Deflection Load ft in Comb ° Pole 87 6667 - 75 11 052 2 1.041 0.000 Antenna L 1 75 - 40 8 464 2 0.780 0.000 L2 40 - 0 3.084 2 0 637 0.000 Critical Deflections and Radius of Curvature - Design Wind . RISATower J ob Page BU# 879570 9 of 10 Crown Castle USA, Inc. Project Date 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg, PA 15317 Client Designed by Phone: (724) 416 -2000 Crown Castle USA, Inc. a rro FAX: (724) 416 -2254 jarroyomonroy Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft ' 87.667 30" X 152" Concealment Canister 2 11 052 1.041 0 000 13506 84 000 RR65- 18 -04DP w/ Mount Pipe 2 10 287 0.957 0 000 13506 72.000 QBXLH- 6565A -VTM w/ Mount 2 7 890 0 740 0.000 5294 Pipe Compression Checks I Pole Design Data Section Elevation Size L L„ Kl/r F. A Actual Allow. Ratio No. P P. P ft ft ft kw in' K K P. L 1 75 - 40 (2) TP30x30x0 375 35.000 0.000 0.0 29.180 34 883 -5.510 1017.890 0 005 L2 40 - 0 (3) TP30x30x0 375 40 000 0.000 0 0 29.180 34 883 -10 634 1017 890 0 010 Pole Bending Design Data I Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M ft. F.. fa, M fr, Fa„ fn„ ft lop -ft ksi ksi - 7,7 lap ft ksi ksi F,, L1 75 - 40 (2) TP30x30x0.375 119.258 5 602 29.180 0.192 0.000 0.000 29 180 0.000 L2 40 - 0 (3) TP30x30x0.375 320 033 15.034 29 180 0.515 0.000 0 000 29.180 0.000 Pole Shear Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow Ratio No. V f F f T f„ F, f,., ft K ksi ksi F lap -ft kw ksi F LI 75 - 40 (2) TP30x30x0.375 4 218 0.121 20 800 0 012 0 000 0.000 18 334 0.000 L2 40 - 0 (3) TP30x30x0 375 5 793 0.166 20.800 0.016 0 000 0.000 18.334 0 000 It Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P ft. Iby j f,. Stress Stress ft P. F,,, F,,, F F, Ratio Ratio LI 75 -40(2) 0005 0.192 0000 0.012 0.000 0197 1.333 H1 -3 +VT V V L2 40 - 0 (3) 0.010 0 515 0.000 0.016 0.000 0.526 1.333 H1-3 +VT ✓ RISA Tower Job Page BU# 879570 10 of 10 ' Crown Castle USA, Inc. Project Date, 2000 Corporate Drive WO# 249622 08:41:18 01/22/09 Canonsburg. PA 15317 Client Designed by .: I Phone: (724) 416 -2000 Crown Castle USA, Inc. arro FAX (724) 416 -2254 jarroyomonroy Y Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow. Criteria No. P j,, f, j f„ Stress Stress ft P. Fb, F5 F. F„ Ratio Ratio ' Section Capacity Table Section Elevation Component Size Critical P SF•P % Pass ' No. ' ft Type Element K K Capacity Fail L 1 75 - 40 Pole TP30x30x0.375 2 -5 510 1356.847 14.8 Pass L2 40 - 0 Pole TP30x30x0.375 3 - 10.634 1356.847 39 4 Pass • Summary . Pole (L2) 39 4 Pass . RATING = 39.4 Pass • Program Version 5.3.1.0 - 10/3/2008 File.R /SA Models - Letters/WorkArea/JMonroy /879570/879570 en • i� • January 22, 2009 • '75 Ft Monopole Tower Structural Analysis CCI BU No 879570 Project Number 249622, Application 67381, Revision 5 Page 7 • APPENDIX B BASE LEVEL DRAWING RISATower Report - version 5.3.1.0 • \ I (MLA) (6) 1 — 5/8 TO 84 FT LEVEL (INSTALLED) / (6) 1 -5/8" TO 84 FT LEVEL « «: . « > . :. �. \ \y y 2 ~, (` /\ .... ,-„ ` .\ , .. « . ) . . . / . .• . \| \ ƒ • 2i $! « Q« U . » 2 y , \ Qom : 9z $ƒ \ Q *1 4 '2 &! / 1 E .. - ^ O . ' » • O° ~ . _ � y PROPOSEb O O ' (PROPOSED) \� '� (12) 7/8" TO 72 FT LEVEL �� /p ,. : y BUSINESS UNIT: 879570 TOWER ID: C_BASELEVE .. January 22, 2009 !,;75 Ft Monopole Tower Structural Analysis CC/ BU No 879570 ' - Project Number 249622, Application 67381, Revision 5 Page 8 • • APPENDIX C ADDITIONAL CALCULATIONS • • • RISATower Report - version 5.3.1.0 Monopole Drilled Pier Checks capacity of a single oed shaft foundation for a O monopole BU #: 879570 A S L iE Site Name: App Number: 67381 rev 5 Design Reactions Design Checks Shear, S: 6.00 kips Capacity/ Demand/ Moment, Mt: 320 00 ft - kips Availability Limits Check Tower Weight, Wt 11.00 kips Minimum Req'd Dia. 1 (ft) 5.00 1 45 OK Tower Height, H 88 ft Minimum Req'd Dia. 2 (ft): 5.00 4 00 OK Base Diameter, BD. 30.0 in Bearing (kst). 6.67 0.56 OK Reber Area (in z ): 18.00 14 14 OK 'Foundation Dimensions Pier moment capacity (k -f) 1550 51 376.65 OK Caisson Diameter, CD: 5.0 ft Rebar spacing (in): 8.30 4 5 < Bs <12 OK Ext Above Grade, E: 0.5 ft Development Length (in) 107.10 37.07 OK Depth Below Grade, L• 15.0 ft Required Length (ft): 15.50 14.50 OK Neglected Depth, N. 5.0 ft Soil moment capaaty(k - It): _ 380 00 320.00 OK Rebar Size, Sp: 9 Rebar Quantity, mp 18 Material Properties Rebar Tensile, Fy 60000 psi Concrete Strength, F'c 3000 psi h Concrete Density, dx 150 pcf Clear Cover, cc 3 in r. rr* Soil Properties Soil Unit Weight, y• 125 pd x Allowable Bearing, Bc: 6.667 ksf Seismic Zone, r 1 ;Caisson Analysis Depth to Zero Shear 5.8 ft Max Moment 376 65 ft-kips Required Length 14 5 ft Max Soil Moment 380 ft -kips 1 e y . , Stiffened or Unstiffened, Interior Flange Base Plate - Any Bolt Material Site Data Reactions BU#: 879570 Moment: 119.3 ft-kips Site Name: Axial: 5.51 kips App #: 67381 rev 5 Shear: 4.22 kips [ -. Connection Type: Butt I Elevation:I 40 I feet • Anchor Rod Data Qty: 24 Diam: 1 in Bolt Material: Other Interior Flange Bolt Results Enter Bolt Fu: 105 ksi Maximum Bolt Tension: 6.6 Kips Allow. Ten. Stress 34.65 ksi Allowable Tension: 36.3 Kips Circle: 35 in Bolt Stress Ratio: 18.2% Pass Plate Data Plate Outer Diam: 29.25 in Interior Flange Plate Results Flexural Check Plate Inner Diam: 23.5 Thick: 1.5 in Plate Stress: 5.1 ksi Grade: 36 ksi Allowable Plate Stress: 36.0 ksi Effective Width: -10.50 in Plate Stress Ratio: 14.3% Pass Stiffener Data (Welding at Both Sides) n/a Config: 0 * Stiffener Results Weld Type: Groove Horizontal Weld : n/a Groove Depth: 0.375 in ** Vertical Weld: n/a Groove Angle: 45 degrees Plate Flex +Shear, fb /Fb +(fv /Fv) ^2: n/a Fillet H. Weld: 0.25 < — Disregard Plate Tension +Shear, ft/Ft +(fv /Fv) ^2: n/a Fillet V. Weld: 0.375 in Plate Comp. (AISC Bracket): n/a Width: 6 in Height: 18 in Pole Results Thick: 1 in Pole Punching Shear Check: n/a Notch: 0.5 in Grade: 36 ksi Weld str.: 70 ksi -- Pole Data ° - ° Pole OuterDiam: 30 in o Thick: 0.375 in , � Pole Inner Diam: 29.25 in tl : c, : r.. Grade: 52 ksi # of Sides: 0 "0" IF Round 0 _,,_ Fu 65 ksi Q –"� o - �1- '_�r - i- '�r; _ Stress Increase Factor — �� ;, '''; ASIF:11 1.333 • 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt ** Note for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes 1/22/2009, Ver. 1.2 • Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material Site Data Reactions BU#: 879570 Moment: 320 ft-kips Site Name: Axial: 11 kips App #: 67381 rev 5 Shear: 6 kips I Connection Type: Butt • Anchor Rod Data Qty: 14 Diam: 1.5 in Anchor Rod Results Rod Material: Other Maximum Rod Tension: 30.6 Kips Grade(Fu): 125 ksi Allowable Tension: 97.2 Kips Circle 35 in Anchor Rod Stress Ratio: 31.5% Pass Plate Data Diam: 41 in Base Plate Results Flexural Check Thick: 2 in Base Plate Stress: 12.5 ksi Grade: 36 ksi Allowable Plate Stress: 36.0 ksi Eff. Width: 6.73 in Base Plate Stress Ratio: 34.8% Pass Stiffener Data (Welding at both sides) n/a Config: 0 Stiffener Results Weld Type: Fillet Horizontal Weld : n/a Groove Depth: 0.25 < -- Disregard Vertical Weld: n/a Groove Angle: 45 < -- Disregard Plate Flex +Shear, fb /Fb +(fv /Fv) ^2: n/a Fillet H. Weld: 0.5 in Plate Tension +Shear, ft/Ft +(fv /Fv) ^2: n/a Fillet V. Weld: 0.375 in Plate Comp. (AISC Bracket): n/a Width: 6 in Height: 18 in Pole Results Thick: 0.75 in Pole Punching Shear Check: n/a Notch: 0.5 in Grade: 36 ksi Weld str.: 70 ksi Pole Data Diam: 30 in Thick: 0.375 in __ —. _` – -_.- Grade: 52 ksi - -.- # of Sides: 0 "0" IF Round C .- - A i f -i. Fu 65 ksi ; a � `F Stress Increase Factor " :•' ; z t >�ss__'" • ASIF:� 1.333 I a - A 1 _ f` ■ 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt •• Note for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes 1/22/2009, Ver. 1.5 Qe ,uf ° ,20 —cm 3 62. . RECEIVED FEB 1•:0 2009 CITY OF TIGARD SUPPLEMENT& -°I "G DIVISION STRUCTURAL CALCULATIONS WASHINGTON SQUARE ANTENNA SHROUD & PLATFORM FENCE 9585 SW Washington Square Rd Tigard, OR 97223 RFA PROJECT NO.: 080447 -05 DATE: January 15, 2009 I l CODE: 2006 IBC ©i I � r o9 C . � �Ep PROFF ,'. �c7 0 1 N F �`r�0 � f.,;, ON r a �� y 18, , �� "Y r JOHN Fo So,Q• STRUCTURAL ENGINEERS 1 EXPIRATION DATE: ) • 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 • FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com Washington Square Antenna Shroud Lateral Analysis: FRP Antenna Shroud: 40/( O �te to Li 0-Ld D = 34.000 in. (Diameter) H = 108.000 in. k if 6 Area = 5765 sq. in. l Wind Design: Exposure 'C', 85 mph, 45 ft (Max. Height) q = 0.00256(K.) (K (K (V Ow) = 26.48 psf • K = 1".17' : Velocity Pressure Exposure•Coefficients : -ASC 7 -05: Table 6 -3 • K = 1.12 •: Topographic Factor. Assumed K = 0.95 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85:00 , : Basic Wind Speed I = 1.15 : Importance .factor •F = (qz) (G) (Cr) (Ar) = 14.63 (Ar) q = 26.48 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 C 0.65 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 F = (Wind Load)x(Exposed Area) = 586 lb. a A4 clv(Atihnek t/O ecr-ctj ^A;'-tf I te42 • •C Washington Square Antenna Shroud Lateral Analysis: 6 'it " FRP Antenna Shroud: / / 1 D = 76.000 in. (Diameter) I ; I / J H = 108.000 in. Exposed Area = 12887 sq. in. 3 i 11// • • Wind Design: Exposure 'C', 85 mph; 1 ft (Max. Height) ,C ,t ' n.1,1 q = 0.00256(K (K (K (V O = 26.48 psf K = 1.17• • : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.12 : Topographic Factor: Assumed Kd = 0.95 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 V = 85.00 : Basic -Wind Speed I = . 1.15 - Importance factor F = (qz) (G) (Cf) (Af) . 14.63 (Af) q = 26.48 : from above G = 0.85 Gust Effect Factor. 6.5.8 at ASCE, 7 -05 Cf = 0.65 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FToaei = (Wind Load)x(Exposed Area) = 1309 'lb. • 1303. 6.53 • W )( x a . 6. 6 6 �� 0'3 au, • • i i C , A i . ; , . , , : ,....!__ _...___p........ ; ___..+___I_I ; 1 , ! • 'TT' : ; 1 - ; I _ s._ s =8. 1 ( ... 0.-; ) . - . , -- r< - = -" ` 1141 - - .. - ... - 1;? . t. ' _ -.00 r b d -8. x .1- .la. x0 ,. 8 5 x . ' r /-o i I i ...I i i I j - H ■j- .1... 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I SUBJECT RFA NO. • ONIIIIMMINIENIMINOIN! - ' S T R U C T U R A L PROJECT DATE •ENGINEERS1 i f CLIENT DESIGN SHEET NO. • • . sacuo200 s - arn 3602 PROPRIETARY INFORMATION v d Sr jf f " THE INFORMATION CONTAINED IN THIS SET OF /1' CONSTRUCTION DOCUMENTS IS PRO P 'r 4L - - - l NATURE. ANY USE OR DISCLOSURE T H D N N ( THAT WHICH RELATES TO AT &T SER - • - - - - -• STRICTLY PROHIBITED. — n FEB 1 . 0 2019 3 9 g, 3 .'''ilia communications +�' =wo Your world. Delivered. � =o CITY OF REVISEDQ NG D NISI�N g ala C ONSTUCTION DRAWINGS WASHINGTON SQUARE I Th) 9585 SW WASHINGTON SQUARE RD 01 -08-09 TIGARD, OR 97223 P W 1 1 _' !1. 11 1 c W VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION SHEET INDEX ��_�1° - z .�..z ;'!.y if ' : m aa: �u9,�s:s' 1 1 ` SHEET DESCRIPTION �__ IX n 3 APPLICANT; LAND OWNER: FE � C W w , a -1 _ ` ; ' I T -1 TITLE SHEET , '� 7 p ~ i' Q r _,. 6 I I 'i AT &T MOBILITY CORPORATION CROWN CASTLE A. ��1. o 3 • i M 6 rc.• o : ;.:. II 19801 SW 72ND AVE SUITE 200 8547 154TH AVENUE NE G - GENERAL NOTE I? I E 7d • 6 . '` ` � r ? " w ' ° � + " TUALATIN, OR 97062 REDMOND, WA 98052 C 1 n ° ' ~ : I h. k I a : i °' CONTACT: GERI ROPER CONTACT: KERRY JOH G - PARCEL INFORMATION , & $ n tw..,... '�� l _ • '" C -1 SITE SURVEY BY OTHERS) k__,._-. I '" '- "" `aFC -,t. $ ∎ 9ry PH: (503) 691 -5019 PH: (541) 733 -3878 Va. • ,f.:,a•�;Ba :;'_, - _._ �qb TOWER OWNER: A -1 PARCEL PLAN °� �: 1 $ I A -1.1 ARCHITECTURAL SITE PLAN , ±1, a r . (. ' in a non ;; I CROWN CASTLE #BU879570 © A • ' `�` `%,, "�` i A _. : A — 8547 154TH AVENUE NE A -2 ENLARGED SITE PLAN A • -'-r i PROJECT ARCHITECT; REDMOND, WA 98052 A -3 ELEVATION(S) 0 A, S `,i J � , _,_n v 4 �' ,, 9 ,- = CONTACT: KERRY JOHNSON 1 �_ ors I _ PACIFIC TELECOM SERVICES, LLC A -3.1 ELEVATIONS , PH 568 FIRST AVENUE, S., SUITE 650 : (773) 399 -4283 1 i ∎ k....,.' I! r, A -3.2 EQUIPMENT DETAILS • ® ..t t ' . • F 0 SE iv. sH . - . t I ' 2 , : ,Off . - ;sw'e s, - - -- SEATTLE, WA 98104 `' � �• , x :. n w y _ PROJECT CONSULTANTS; Piiniand, - g ' i s ' + i OFFICE: (206 464 -4410 A - CONSTRUCTION DETAILS e p o ; <----;--" . `"'"' - 1 k ; . ) SAI COMMUNICATIONS, INC. a A t,G a 9 28 �s_� _ o 3 ? 'SI o -S; Lehman a " _ CONTACT: RICHARD B. HALL, AIA 130 ANDOVER PARK E„ STE 300 A - 4.1 CONSTRUCTION DETAILS 0 A PACIFIC TELECOM SERVICES, .....I .o°,_ e.+ $ I .p 4 . ^ , 2 t 's se+'•e+ d 3 MOBILE: (425) 802 -1219 TUKWILA, WA 98188 A - 4.2 CONSTRUCTION DETAILS © A LLC • 'I' ` • 1 , , k K I aw r Qs' • . S I . RV Cara! s, PH : 206 244 -7484 549 R:., S. Salle 450 ' 'i c 0 .• , ■ ' ; ( ) A -5 CONSTRUCTION DETAILS Q Q 5.0111s. WA Fn. POO 90] -ES,! BB+o. �+ }{ b s .' ,4 Y STRUCTURAL ENGINEER; FAX (206) ©Q .: -2000 Oo a.. o.P �,. , SIT 1. ! '�— \ ' •.� ° A-- --' -' ( ) 244 -3055 A -5.1 CONSTRUCTION DETAILS , Phcn. (204) s __ -21AT o . s €- -'- it QF�'n.— ; t •• :'• .. ey ,,,,, I - -- RFA STRUCTURAL ENGINEERS TEAM LEAD: r' a s,rties � g ^ *: 2013 4TH AVENUE, SUITE 202 A -5.2 CONSTRUCTION DETAILS A q , ' • s ' %y sc ` a K �' 1, — SEATTLE, WA 96121 AARON IMPER RF -1 TOWER CONFIGURATION y I _ m ' ' i _ _ CONTACT: DON SH ( ) t PH: 206 310 - 0916 (DATE: oT ' II. , --. -- ' 4 • ;" ' E -1 UTILITY PLAN & DETAILS PH: (206) 615-9700 0 J ` • R `, ' • ( ) SITE AQUISITION; J \.. E -1.1 VERIZON H —FRAME DETAILS -,ate 22� ; . ie�v. :_sN_,um:ntm�' st�2ro' -s,- • . � � , 3 ' SUSAN KIMBROUGH DRAWN BY: ( ) E - 2 ELECTRICA —TELCO DETAILS aFo CODE INFORMATION: E -2.1 ELECTRICAL DETAILS 1 ` .t. • � � - - .- -_. . _ $ _ . , p _ ,vTsy -is, PH: 603 318 -5567 I yµ •M.c a ., %� , ; .� I -.P ' or c c .• - sl i i. ' iG1°'•110' .t ,'on?°v ?___ .f. sws ZONING AGENT: MUC E -2.2 UTILITY RACK DETAILS 'CHECKED BY: • `� W ° ice• - { ' 1 t:' r sw�"' ZONING CLASSIFICATION _ I B �.a ,: a.oa� : I ' KRIS CONAXIS BUILDING CODE: 2006 IBC PH: (206) 310 -6732 E - SCHEMATIC GROUNDING PLAN Q DRIVING DIRECTIONS CONSTRUCTION TYPE: II — CONSTRUCTION COORDINATOR; E -3.1 GROUNDING DETAILS REVISIONS E -3 GROUNDING NOTES & DETAILS DATE DESCRIPTION INITIAL DAVID LACOMBE 11-Ca-0/ REV. FINAL CO's JFO DEPART PORTLAND INTERNATIONAL AIRPORT EXIT TO 1 -205. TAKE PARKING EXIT (LEFT) ONTO NE AIRPORT WAY. TAKE RAMP (RIGHT) ONTO 1 - 205 OCCUPANCY: S - PH: (503) 369 - 1006 E -3.3 STANDARD CABINET ALARMS 01-01-4 _ REV QFINAL CD's JFO [VETERANS MEMORIAL HWY] / 1 - 84 / PORTLAND / SALEM AT EXIT 21B, TAKE RAMP (RIGHT) ONTO 1 - 84 / US - 30 / PORTLAND. TURN LEFT JURISDICTION: CITY OF TIGARD SITE ACCESS COORDINATOR: S - STRUCTURAL NOTES & FRAMING PLAN Q ONTO RAMP —5 / SALEM. TAKE RAMP (LEFT) ONTO 1 -5 / BEAVERTON / SALEM. AT EXIT 294, TAKE RAMP (RIGHT) ONTO SR -99W [SW BARBUR KERRY JOHNSON S -2 STRUCTURAL DETAILS Q � . �� BLVD / TIGARD / NEWBERG. TAKE RAMP (RIGHT) ONTO SR -217 [BEAVERTON — TIGARD HWY] / BEAVERTON / SUNSET HWY. AT EXIT 5, TURN PROPOSED BUILDING USE: TELECOM. PH: (541) 733 - 3878 S -3 STRUCTURAL DETAILS A RIGHT ONTO RAMP GREENBURG RD. / METZGER. TURN RIGHT (NORTH) ONTO SW GREENBURG RD. TURN LEFT (WEST) ONTO SW WASHINGTON RICHARD B. HALL SQUARE RD. TURN RIGHT (NORTH) ONTO LOCAL ROAD(S). ARRIVE 9585 SW WASHINGTON SQUARE RD, PORTLAND, OR 97223. PARCEL NUMBER(S); SITE LOCATION: (BASED ON NAD 83) 1S1260000300 � . . / LATITUDE: 45' 27' 10.70 N ' LONGITUDE: 122' 46' 41.60 W AREA OF PARCEL: LEGAL DESCRIPTION a, SEA •W A • TOP OF [E] STRUCTURE AGL: 87.80' ±156 ACRES .� 5008 BASE OF STRUCTURE AMSL. 248.30' '?k ,cQ PROJECT AREA: NEW IMPERVIOUS AREA: SEE SHEET G-2 FOR FULL LEGAL DESCRIPTION OF Vy • APPROVAL /SIGN OFF OF CONSTRUCTION D RAWINGS ±170 S.F. LEASE AREA 0 S.F. POWER & TELCO COMPANIES: SITE CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT &T SIGN OFF DATE SIGNATURE I GENERAL INFORMATION; PGE WASHINGTON SQUARE CONSTRUCTION COORDINATOR CONSTRUCTION 1. PARKING REQUIREMENTS ARE UNCHANGED. PH: (800) 332 -2344 9585 SW WASHINGTON SQUARE RD LANDLORD'S REPRESENTATIVE COMPLIANCE 2. TRAFFIC IS UNAFFECTED. VERIZON TIGARD. OR 97223 3. SIGNAGE IS PROPOSED. PH: (800) 483 -2000 PROJECT MANAGER INTERCONNECT 1 1 1 ,. SITE ACQUISITION OPERATIONS PROJECT DESCRIPTION; SHEET TITLE AT &T WIRELESS PROPOSES TO CONSTRUCT AN UNSTAFFED RADIO TITLE SHEET ZONING RF ENGINEER TELECOMMUNICATIONS FACILITY CONSISTING OF A THREE - SECTOR ANTENNA ARRAY WITH (1) ANTENNAS PER SECTOR CONCEALED WITHIN A CYLINDRICAL SHROUD REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO ASSEMBLY AND MOUNTED ON AN EXISTING STEALTH MONOPOLE WITH RADIO SHEET NUMBER EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED EQUIPMENT MOUNTED ON A STEEL PLATFORM WITHIN AN EXISTING FENCED EQUIPMENT COMPOUND T _ 1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET I I •I • GENERAL NOTES: GENERAL NOTES ( CONT'D): CONCRETE NOTES (CONT'D): ABBREVIATED ROOF TOP SAFETY PROCEDURES Iii 1. ORAYANGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN 10. CONCRETE PROTECTION ( COVER) FOR REINFORCING STEEL SHALL BE AS (WHEN APPLICABLE): ' This SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR FOLLOWS: CD PURPOSES ONLY. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE TWAT THE FINAL (AS PER ACCIDENT PREVENTION PROGRAM' - BY PERMISSION OF WREN CI SCOPE OF WORK SWILL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT. FRP SHROUD IS SIMULATING ON APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING - FOOTINGS AND OTHER UNFORMED 3' CONSTRUCTION, INC. - 03/01/88) )- 'LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT FACADE M AN MATERIALS, TEXTURES, D COLORS. THE CONTRACTOR SHALL FURTHERMORE SURFACES, EARTH FACE AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.. ENSURE ME USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. W FALL PROTECTION METHODS AND EQUIPMENT ,j�) - I') 3 O PHOTOSIMULATIONS ME PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL - FORMED SURFACES EXPOSED (/ 6 BARS OR LARGER) 2' T 90 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSWULATION. SHOP DRAWINGS TO EARTH OR WEATHER 05 BARS OR SMALLER) 1 1/2' ROOF TOP INSTALLATIONS Z O1 ME JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL COMMONS AFFECTING SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR. AND 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF Z Q THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION ARCHITECT PRIOR TO FABRICATKLN AND CONSTRUCTION. 9 n 3 SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD - SLABS AND WALLS (INTERIOR FACE) 3/4' . EDGE, THE CONSTRUCTION SUPERV50R SHALL DESIGNATE A TRAINED �., • CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR OR ANTENNA FRAMES SAFELY MONffOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE > > w SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS. WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED. CONTRACTORS SWILL 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONSTRUCTION WORKERS. C13 o CO Z Z OMISSIONS. OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E. >•• 0,- f THE A RCHITECT /ENGINEER VERBALLY AND IN WRITING. AD ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTMAIES. THE N 0 RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING (O W 3. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TD SET FORTH IN AS -BUILT DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF 13. NON- SFRRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND .- C . THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION AND SHALL BE MIXED AND PLACE) IN STRICT ACCORDANCE WITH THE VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT STAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SOW. BE A J. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN B' OR LESS OF MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS PROCEDURES (INCLUDED IN BID) FOR AU. PENETRATION AREAS WHERE ANCHORING AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3.000 PSI SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND OCCURS- MINIMUM). AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. SATINY LINE SHALL BE MINIMUM )ti' DIAMETER NYLON, WITH A NOMINAL AN THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING ON WRI11NG) 26. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR 14. ALL EXPANSION ANCHORS TO BE HILT1 BRAND. ADHESIVE ANCHORS REQUIRE 4. E SAFETY E LINE SHALL OF 5400 LBS. THE ARCHITECT/ENGINEER OF ANY CONFLICTS. ERRORS. OR OMISSIONS PRIOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER. ' TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF APPLICABLE) PLASTIC ZIP TIES SHALL NOT BE PEPLUMS) FOR USE ON AT &T 5. SAFETY UNE SNNL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE DISCREPANCJES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR PROJECTS. RECOMMITTED MANUFACTURE SHALL BE PANDUTF CORP METAL LOCKING TIES STRUCTURE. E. DRENSNE WORK, UNLESS DIRECTED OTHERWISE. MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT STRUCTURAL STEEL NOTES 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN DISTRIBUTED BY MARC. 6. SAFETY UNE LE OTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO �'; REACH EDGE OF ROOF BUT NOT BEYOND L,) THE CONTRACT DOCUMENTS. THE CONTRACTOR SWILL BE SOLELY 27. AU. WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, DELUDING 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE i& l∎ C CO AU. ST CONSTRUCTION MEANS. METHODS, TECHNIQUES. HOLIDAYS CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 7 RESPONSIBLE FOR A. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. I O Y SEQUENCE, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE Wl EEL L;.=.::::..-Ii. Q O co WORK UNDER THE CONTRACT. 2. STRUCTURAL ST DESIGN, FABRICATION AND ERECTION (INCLUDING ADD 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION a WELDING. NIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS. AND THREADED EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, t 5. THE CONTRACTOR SHALL INSTALL AU. EQUIPMENT AND MATERIALS ACCORDING EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. 'SPECIFICATION FOR INCLUDING: .__ ti�� ! 1 OR WHERE LOCAL CODES OR ORDINANCES PRECEDENCE OTHERWISE DESIGN CRITERIA: BUILDINGS" LATEST EWENµSU SHALL BE IN ACCORDANCE WITH INSPECTION OF CONSTRUCTION AREA FOR HAZARDS � L0n1 0 00 4 1. THE STRUCTURAL DESIGN OFT HIS PROJECT IS W ACCORDANCE WITH THE 2008 IBC CHAPTER 22, BY A QUALOTED 1 STING AGENCY DESIGNATED BY DIE USE OF AN INSPECTION CHECKUST t =� E O in - 8. AU. WORK PERFORMED ON THE PROJECT'ARD MATERIALS INSTALLED SHALL CONSULTANT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INTERVIEWING COWORKERS REGAR S AF E T Y C ONCER N S `�' � INTE BUILDING CODE 2006 WITH OREGON STATE BUILDING CODE 1 BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGUlATI0N4, AND INSPECTION REPORTS AND TEST RESULTS. REPORTING AND DOCUMENTING ANY HAZARDS ;� \ O :1! ORDINANCES. CONTRACTOR SHALL GALE ALL NOTICES AND COMPLY WITH ALL AMENDMENTS (2008 IBC) REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ____x__ Q O In LAWS, ORDINANCES, RULES, REGULATIONS ARID (AWFUL ORDERS OF ANY 2. OFsic IRADS 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN '` \ �`��' V PUBLIC AUTHORITY. MUNICIPAL AND MUTT COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE DESIGN DATA FOR CITY OF 110MD, ORL TYPE OF MEMBER RECEMNG AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKE R SAFETY REPRESENTATNE OF THE WORK. - ROOF SNOW LAM N/A (NOT A ROOFTOP SOWRON) A PLATES, SHAPES. ANGLES, AND RODS ASR1 A36, Fy 36 KS REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL LL KSI GENERAL CONTRACTOR SHA PROVIDE, AT THE PROJECT STIE, A FULL SET B. SPECIAL SHAPES AND PLATES ASIA A572, Fy 50 SI NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND -BASIC WIND SPEED 85 MPH (100 MPH 3 SECOND OUSTS) C. PIPE COLUMNS ASTM A53. Fy 35 K9 ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH D. STRUCTURAL TUBING ASTM A500. F y 48 KSI THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE - WIND EXPOSURE C E. ANCHOR BOLTS ASTM A307 REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED 8Y TOWER TITLE SHEET IS STAMPED "FOR CONSTRUCTION' AND EACH SUCCESSIVE F. CONNECTION BOLTS AMA A325 TWIST -OFF -TYPE ERECTORS. SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. - SEISMIC ZONE D EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 4. AU. MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER 28 CFR 1926.500 - SCOPE, APPLICATION. AND °EMMONS LL B. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES Al23/Al23M -00. B. CFR 192650 - DUTY TO HAVE FALL PROTECTION r � ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 19 CFR 1826.502 - FALL PROTECTION SYSTEMS CRITERIA AND OTHERWISE. CONCRETE NOTES: 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS PRACTICES AND SHALL BE PERFORMED BY WA8.0. CERTIFIED WELDERS USING E70 X% PACIFIC TELECOM SERVICES, 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L USTED OR 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. ELECTRODES. ONLY PREQUALFTED WELDS (AS DEFINED BY AWS) SOW. BE FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND USED. WELDING OF GRADE 60 REINFORCING BARS (F REQUIRED) SHALL BE LLC OR PROJECT SITE. 2. CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 SYMBOLS AND ABBREVIATIONS SAS we A. S. SeM. 650 ACCORDANCE WITH CHAPTER 18 OF THE 2006 IBC. STRENGTHS AT 2B DAYS REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX S.e01.. NA. 961 MN 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE DRGUISHER WITH A RATING OF AND MIX CRITERIA SHALL BE AS FOLLOWS. ELECTRODES WELDING WITHIN 4 O F COLD BENDS W RENFDRCWG STEEL IS A/C AIR CONOITIONINC HORZ HORIZONTAL SNT SHEET Plum. (mo) (2 30 - 9009 F..: (206) 903 - 6513 ELECTRODES. NOT LESS THAN 2 -A OR 2 - A108C WITHIN 75 FEET TRAVEL DISTANCE TO NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF ACL ABOVE FINISH GRADE Ht HOUR SIM SIMILAR ALL. PORTIONS OF PROJECT AREA DURING CONSTRUCTION. TYPE OF CONSTRUCTION 2B DAY STRENGTHS W/C MINIMUM CEMENT NOT BARS. APPROX APPROXIMATELY HR HEIGHT SPEC SPECIFICATION (re) RATIO CONTENT FNAC HEATING SF SQUARE FOOT 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING A SLABS ON GRADE PER CUBIC YARD B. COW- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND BLDG BUILDING VENTILATION SS STAINLESS STEEL IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. TOPPING SLABS GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES BLK BLOCKING AIR CONDITIONING SfE STEEL (DATE: 07 -08-08 UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT CONCRETE PIERS 2.400 PSI 5.45 5 1/2 SACKS INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AI.S.S. STRUCT STRUCTURAL MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. • THE CLEAR IN INCH SUSP SUSPENDED B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 .45 B 1/2 SACKS CLG 'SPECIFICATION FOR DESIGN OF COLD - FORMED STEEL STRUCTURAL C CEILING ID INSIDE DUMEIER STD STUD 12. LG 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE EXCEPT WALLS MEMBERS CONC CONCRETE INFO INFORMATION 'DRAWN BY: DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. AND RUBBISH. JFO CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON C. CONCRETE WALLS 4,000 PSI S .45 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' D NA ) CONST CONSTRUCTION INSTAL INSULATION THRU THROUGH B 1/2 SAC MINI CON' CONTINUOUS INT INTERIOR TNNG TINNED THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND SHALL HAVE A MUM OF TWO BOLTS UNLESS NOTED OTHERWISE. IBC INTERNATIONAL TYP TYPICAL AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. DBL DOUBLE BUILDING CODE CHECKED BY: 8. NON - STRUCTURAL CONNECTIONS FOR STEEL CRATING MAY USE 5/8• DA. ASTM DA DIAMETER LINO UNLESS NOTED I RBH 13. THE GENERAL CONTRACTOR SHALL RECENE WRITTEN AUTHORIZATION TO CEMENT SHALL BE ASTM C150. PORTLAND CEMENT TYPE 0 U.N.O. A307 BOLTS UNLESS NOTED OTHERWISE. DUAL DIACONAL LBS POUNDS OTHERWISE PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMNSTS. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 9. ALL STEEL WORK SHALL BE PANTED IN ACCOR A14CE WITH THE DESIGN & PCT DETAIL ME CH N CH MAX FHANICAL VERT VERTICAL REVISIONS METHODS AND PROCEDURES OF CONCRETE PLACEMENT. CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASIA A38 UNLESS DWG DRAWING MR METAL VIF VERIFY IN FELD 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED NOTED OTHERWISE. MFR MANUFACTURE OATS DESCRIPTION INOIAL HOURS TO AVOID DISTURBING NORMAL BUSINESS. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE EA EACH MGR MANAGER W/ WITH Dome REV. a FINAL CD'S .AFL AIN- ENIRALNED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260. 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. ELEV ELEVATION MW MINIMUM W/O WRHONT D REV. FINAL CD'S .,FO 15. THE CONTRACTOR SHALL PROVIDE AT &T PROPER INSURANCE CERTIFICATES C494. C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN DEC ELECTRICAL MISC MISCELLANEOUS Lip WATER PROOF NAMING AT &T AS ADDITIONAL INSURED. AND AT &T PROOF OF UCENSE(S) AND ACCORDANCE WITH TABLE 1904.2.1 OF THE 2006 IBC. 11. TOUCH UP AU. FIELD °FUWNG AND WELDING WITH 2 COATS OF GALVACON (ZINC EQ EQUAL PE & PD INSURANCE. RICH PAINT) OR APPROVED EQUAL. EQUIP EOUIPMEM NA NOT APPUCABLE 40 -�l(>� 5. REINFORCING STEEL SHALL CONFORM TO ASTM A815 (INCLLOING SUPPLEMENT ER EXTERIOR MC NOT IN CONTRACT 7 � TB. CONTACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING SI). GRADE 60. fy- 60.000 PSI. E(CEFTONS: ANY BARS SPECIFICALLY SO NTS NOT TO SCALE VA ALL INSPECTIONS. NOTED ON THE DRAWINGS SHALL BE GRADE 40. y■40,000 PSI. GRADE 60 FIN FINISH V RICHARD B. HALL • RENFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM FLUOR FLOURESCENT OC ON CENTER 17. CAUTION( CALL BEFORE YOU D101 BURIED UTILITIES EXIST IN THE AREA ID ASM A706. REINFORCING COMPLYING WITH ASTLI A815(51) MAY BE TOWER /POLE NOTES: RR FLOOR OD OUTSIDE DIAMETER • /•- -/ AND UIIJIY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH FT FOOT S UM= U LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO WELTING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. I. VERIFICATION THAT THE DUSTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA PLYWD PLYWOOD f Y • • CONSTRUCTION. 1- 800 - 424 -5555 LOADING IS TO BE DONE BY OTHERS. GA GAUGE PRW PROJECT 1 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING KOOKS AND BENDS) IN GALV GALVANIZED PROP PROPERTY (/D SEA R , WA V 15. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ACCORDANCE WITH ACT 315 AND 31B. LAP ALL CONTINUOUS REINFORCEMENT PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL GC GENERAL CONTRACTOR PT PRESSURE TREATED e, SUBMIT TO AT &T ALONG WITH REDUNED CONSTRUCTION SET. AT LEAST 30 BAR DIAIIETEIS OR A MINIMUM OF 2' -0'. PROVIDE CORNER 2. AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND ORND GROUND REG • REQUIRED � � 50 EST BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT RESTRAINED AT THE C DIE EN ENTERS SUITABLE TO E MANUFACTURER'S REQUIREMENTS. GYP BD GYPSUM WALL BOARD RM ROOM 19. CONTRACTOR C) TO DOCUMENT AU. CHANGES TIE APPROVED CONSTRUCTION SET AND SUBLIMING THE LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2 ' -0' LAP ADJACENT MATS OF RO ROUGH OPENING ' OF off• • BEDEWED SET TO AT &T UPON COMPLETION. WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR 7 WELDED WIRE FABRIC SHALL CONFORM TO AST' A - - TELEPHONE POWER SITE PARTICIPATION IN BID WALK. 8. SPIRAL REINFORCEMENT SHALL BE PION WIRE CONFORMING TO ASTM A815, -0- GROUND OUND WIRE GRADE 60, fy=60,000 PSL -COAX COAXIAL CABLE W1 21. COMPS AS REQUIRED. CO �� POWER 0 ANTENNA WASHINGTON SQUARE POWER INSTALLATION COORDINATION SOWTION(S) TO NETWORK CARRIER 9. NO BARS PARTIALLY EMBEDDED E IN HARDENED CONCRETE SHALL BE FIELD BENT REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 9$b$ SW WAD, OR SQUARE RD 22. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT. MUST BE APPROVED CENTERLINE T)GARD, OR 97223 E EXISTING BY AT &T CONSTRUCTION MANAGER. [N] NEW 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA e NUMBER SHEET Tm•E FRAMES WHERE PENETRATION OF EXISTING MOMi1DO HAWKS �. 111[ GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND GENERAL NOTES BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH. • REPAIR OR ANY AUGMENTATION TO THE ROOF. AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. SHEET NUMBER G -1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • 0■` . , v EXISTING PARCEL LEGAL DESCRIPTION: °' a`) PARCEL 1: (ACCESS ROAD NO 7) > (ACCESS ROAD NO. 2) PARCEL V: (LANDLORD TRACT) TOGETHER WITH A STRIP OF LAND OVER A PORTION OF OAKBURG. A DULY 0 RECORDED PLAT IN SAID WASHINGTON COUNTY AND A PORTION OF SAID TOGETHER WITH THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE A) TOGETHER WTTH THOSE CERTAIN NON - EXCLUSIVE EASEMENTS AS SET CI THAT PACT OF LAND SITUATED IN SECTIONS 26 AND 35, TOWNSHIP 1 SOUTH, SECTION 35, DESCRIBED AS FOLLOWS: 1 WEST OF THE WILLAMETTE MERIDIAN, IN THE COUNTY OF WASHINGTON FORTH IN THAT CERTAIN CONSTRUCTION. OPERATION AND RECIPROCAL < O N I RANGE 1 WEST OF THE WILLAMETTE MERID.N. IN THE CITY OF TIGARD. AND STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS EASEMENT AGREEMENT DATED APRIL 25, 1972, BY AND BETWEEN rl 3 COUNTY OF WASHINGTON AND STATE OF OREGON, MORE PARDCULARLY BEGINNING AT A POINT ON THE NORTHERLY PROLONGATION OF THE FOLLOWS WASHINGTON SQUARE. INC., SEARS. ROEBUCK AND CO, AND THE MAY mil.mi DESCRIBED AS FOLLOWS: WESTERLY UNE OF LOT 25 OF OAKBURG, A DULY RECORDED PLAT IN DEPARTMENT STORES COMPANY RECORDED MAY 2. 1972 IN BOOK 865 p 0 0 rn SAID COUNTY, DISTANT THEREON NORTH 018'12' EAST 25.00 FEET FROM COMMENCING AT THE MOST WESTERLY NORTHWEST CORNER OF THAT TRACT AT PAGE 12. AND AMENDED BY INSTRUMENTS RECORDED JULY 19. 1973 3 Z Z BEGINNING AT THE INTERSECTION OF THE EASTERLY UNE OF THAT TRACT OF THE NORTHWEST CORNER OF SAID LOT; THENCE SOUTH 0618'12 WEST OF LAND DESCRIBED IN DEED. RECORDED IN BOOK 576 PAGE 196. IN BOOK 936 AT PAGE 284. AND RECORDED FEBRUARY 20. 1990 AT w � _ 9 -*.l< 3 LAND CONVEYED TO D.W. CREAKY BY DEED RECORDED NOVEMBER 5, 30.00 FEET; THENCE SOUTH 89•'41'48 EAST 32.44 FEET TO A POINT OF DEED RECORDS OF WASHINGTON COUNTY. OREGON; THENCE NORTH RECORDER'S FEE NO. 90- 08131. AND RECORDED JUNE 29. 1994 AT 1965. IN 800K 576. PAGE 195. RECORDS OF WASHINGTON COUNTY, CURVATURE; THENCE 139.07 FEET ALONG THE ARC OF A 320.00 FOOT 00'12'03' EAST 86.28 FEET TO THE TRUE POINT OF BEGINNING; THENCE RECORDERS FEE NO. 94- 062510 RECORDS OF WASHINGTON COUNTY, > > TAl p 'S OREGON. WITH THE SOUTHWESTERLY LINE OF HALL ROAD (STATE HIGHWAY RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 24'53'59' NORTH 0612'03 EAST 214.57 FEET; THENCE NORTH 0619'18' EAST OREGON. 0 CD Z Z NUMBER 217); THENCE ALONG SAID SOUTHWESTERLY UNE SOUTH (THE LONG CHORD OF WHICH BEARS SOUTH 7714'48 EAST 137.97 656.11 FEET TO THE SOUTHWESTERLY RIGHT -OF -WAY OF SW HALL U ._ 0 64 EAST 73 30 FEET. THENCE SOUTH V03'00 WEST 331.79 FEET; BOULEVARD; THENCE TRACING SAID SOUTHWESTERLY RIGHT -OF -WAY B) TOGETHER WITH A NON - EXCLUSIVE EASEMENT AS RESERVED IN THAT ~ N M FEET) TO A POINT OF TANGENCY; THENCE SOUTH 64'47'49' EASE 405.94 Cr N 0 • THENCE SOUTH 885700' EAST 177 00 FEET; THENCE SOUTH 01'03'00' NORTH 4619 WEST 8.78 FEET TO A POINT OF CURVATURE; THENCE CERTAIN DEED FROM SQUARE LAND CO. INC., LTD., A WASHINGTON FEET TO A POINT OF RADIUS CURVE THENCE 11 FEET ALONG ARC LO Cal WEST 532.88 FEET. THENCE SOUTH 88'55'05' EAST 233.55 FEET TO A OF A 930.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL 61.38 FEET ALONG THE ARC OF A 924.93 FOOT RADIUS CURVE TO THE UNITED PARTNERSHIP TO THE MAY DEPARTMENT STORES COMPANY, A .- l9' POINT OF CURVATURE; THENCE 48.18 FEET ALONG THE ARC OF A 4596 ANGLE OF 0650•19' (THE LONG CHORD OF WHICH BEARS SOUTH LEFT THROUGH A CENTRAL ANGLE OF 03'48'08' (THE LONG CHORD OF NEW YORK CORPORATION, RECORDED FEBRUARY 20. 1990 AT FOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 68I2'5B' EAST 110.94 FEET) TO A POINT OF REVERSE CURVATURE; WHICH BEARS NORTH 461 3'54' WEST 61.37 FEET) TO A POINT OF RECORDER'S FEE NO. 90- 08126. i 6603'50' (THE LONG CHORD OF WHICH BEARS NORTH 61'03'00' EAST THENCE 23.26 FEET ALONG THE ARC OF A 49.08 FOOT RADIUS CURVE NON- TANGENCY; THENCE LEAVING SAID SOUTHWESTERLY RIGHT -OF -WAY 48.00 FEET) TO A POINT OF COMPOUND CURVATURE; THENCE 11.93 TO THE RIGHT THROUGH A CENTRAL ANGLE OF 2709'29' (THE LONG OF SW HALL BOULEVARD SOUTH 01'16'28' EAST 229.38 FEET. THENCE C) TOGETHER WITH A NON - EXCLUSIVE EASEMENT AS SET FORTH IN THAT • FEET ALONG THE ARC OF A 146 77 FOOT RADIUS CURVE TO THE LEFT CHORD OF WHICH BEARS SOUTH 5603'23' EAST 23.05 FEET) TO A SOUTH 061918' WEST 322.27 FEET; THENCE SOUTH 8621'11' EAST CERTAIN EASEMENT AGREEMENT DATED SEPTEMBER 30. 1993, BY AND THROUGH A CENTRAL ANGLE OF 04'39'25' (THE LONG CHORD OF WHICH 3.50 FEET, THENCE SOUTH 0619 WEST 110.04 FEET TO A POINT OF BETWEEN WASHINGTON SQUARE. INC. AND THE MAY DEPARTMENT STORES POINT R NON-TANGENCY; UE OF SW THENCE SOUTH 41 THENCE EAST 1 I 1 G SAID TO CURVATURE; THENCE 40.10 FEET ALONG THE ARC OF A 430.50 FOOT COMPANY RECORDED OCTOBER 29.1993 AT RECORDER'S FEE NO. BEARS NORTH 26 EAST 11 93 FEES) TO THE S T WESTENEY UNE OF THE WESTERLY WESTERLY UNE OF 4' G3 TG ROAD; .64 THENCE TRACING SAID SW GREENBURG ROAD; THENCE TRACING SAID WESTERLY UNE SOUTH WESTERLY UNE NORTH 14'51'35' EASE 84.64 FEET TO THE RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 0520'15 93090210. ' 11'22'29' WEST 8.31 FEET; THENCE SOUTH 11'11 WEST 134.21 NON- TANGENT INTERSECTION WITH A 41.00 FOOT RADIUS CURVE TO THE (THE LONG CHORD OF WHICH BEARS SOUTH 0759'25' WEST 40 00 , FEET; THENCE SOUTH 11 WEST 12 90 FEET; THENCE SOUTH RIGHT (THE RADIAL CENTER BEARS NORTH 23'33'21' WEST) THENCE FEET) TO A POINT OF NON- TANGENCY; THENCE NORTH 8621'11' WEST 0753'18' EAST 26.12 FEET; THENCE SOUTH 14'51'23' WEST 250.25 30.45 FEET ALONG THE ARC OF A 41.00 FOOT RADIUS CURVE TO THE 3 51 FEET TO THE NON - TANGENT INTERSECTION WITH A 427.00 FOOT I BEGINNING AT THE INTERSECTION OF SAID EASTERLY RIGHT -OF -WAY UNE OF ON THE ARC OF A 427.00 FOOT RADIUS CURVE TO THE RIGHT. THE ' _ m FEET; THENCE SOUTH 3736'03' WEST 26 12 FEET; THENCE SOUTH RIGHT THROUGH A CENTRAL ANGLE OF 4733'27' (THE LONG CHORD OF RADIUS CURVE TO THE RIGHT (THE RADULL CENTER BEARS NORTH t o CO LU 14'51'23' WEST 8208 FEET TO THE NON - TANGENT INTERSECTION WITH A WHICH BEARS SOUTH 6743'22' WEST 29.76 FEET) TO A POINT OF 84'18'22' WEST); THENCE 14.58 FEET ALONG THE ARC OF A 427.00 �� I C 0 TH 66.00 FOOT RADIUS CURVE TO THE LEFT (THE RADIAL CENTER BEARS COMPOUND CURVATURE; THENCE 93 3 FEET ALONG THE ARC OF A FOOT RADIUS CURVE TO E RIGHT THROUGH A CENTRAL ANGLE OF EXTENT OF PARCEL: l ,, X, O N o M SOUTH 41'49'52' WEST); THENCE LEAVING SAID WESTERLY UNE OF SW 862.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE 01'57'23' (THE LONG CHORD OF WHICH BEARS SOUTH 0640'19' WEST ' � WI CL GREENBURG ROAD; THENCE NORTHWESTERLY TRACING THE ARC OF SAD OF 0612 (THE LONG CHORD OF WHICH BEARS NOR 6753'51' 14.58 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 0739'01' WESTM ) =1T r Q 66.00 FOOT RADIUS CURVE TO THE LEFT 46.00 FEET THROUGH A WEST 93.25 FEET) TO A POINT OF TANGENCY, THENCE NORTH 64'47'49' 203.73 FEET; THENCE NORTH 89'40'00' EAST 75.93 FEET TO THE TRUE ., '• - .,� t - r. z CENTRAL ANGLE OF 39'55•57' (THE LONG CHORD OF WHICH BEARS WEST 388 71 FEET TO A POINT OF CURVATURE; THENCE 165.14 FEET POINT OF BEGINNING. 1r`--, ' ,' . AAA _ �• a y C® I NORTH 680806' WEST 45.07 FEET) TO A POINT OF TANGENCY; THENCE ALONG THE ARC OF A 380.00 RADIUS CURVE TO THE LEFT THROUGH A 1 ~ _� A e i r<s... _ V 6 -k � C Q NORTH 860605' WEST 685.06 FEET TO THE BEGINNING OF A TANGENT CENTRAL ANGLE OF 24'53'59' (THE LONG CHORD OF WHICH BEARS PARCEL II: L� • y 'r �•� C N _ 8' OF 400.00 FOOT RADIUS CURVE TO THE LEFT; THENCE SOUTHWESTERLY N 7714•4 WEST 163 84 FEET) TO A POINT OF TANGENCY; , 6 �' *�g' ( ,• 1'''.• • 4a r THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH. RANGE 1 WEST OF THE (- h "� • 7 - , 41 r ! ALONG THE ARC OF SAID CURVE 640.17 FEET THROUGH A CENTRAL THENCE NORM 89'41'48' WEST 89.04 FEET; THENCE SOUTH 0620'00' p • . 1" w WILLAMETTE MERIDIAN. IN THE COUNTY OF WASHINGTON AND STATE OF I _ iI 4 A I p ANGLE OF 91'41•52 (THE LONG CHORD OF WHICH BEATS SOUTH EAST 30.00 FEET; THENCE SOUTH 89'41 EAST 37.28 FEET TO THE OREGON. DESCRIBED AS FOLLOWS: ' t �� • of 'I 1. J 1 8 0 4602'59' WEST 574.00 FEET) TO A POINT OF TANGENCY; THENCE SOUTH POINT OF BEGINNING L f . 1 " r ' .j4, at f, � i j 612'03' WEST 258.78 FEET; THENCE SOUTH 89'40'00' WEST 630.75 BEGINNING AT A POINT LYING NORTH 61203 EAST 86 FEET AND SOUTH ") �Y •°'E «' 1 FEET; THENCE SOUTH 620'00' EAST 784.34 FEET TO A POINT ON THE (ACCESS ROAD NO. 1) 89'40'00' WEST 75 93 FEET FROM THE MOST WESTERLY NORTHWEST I` i -' s f , • NORTHEASTERLY RIGHT -OF -WAY UNE OF THE OREGON STATE HIGHWAY CORNER OF THAT TRACT OF LAND DESCRIBED IN DEED RECORDS IN f • t ( t'4' , + 1. AS FOLLOWS: NORTH NORM R FREEWAY), THENCE ALONG SAID RIGHT-OF-WAY UNE 45'10'42' WEST 5.07 FEET, NORTH 3707'00' WEST 1 WEST OF THE WILLAMETTE MERIDIAN, IN THE COUNTY OF WASHINGTON ' TOGETHER WITH THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH. RANGE BOOK 567, PAGE 196, DEED RECORDS OF SAID WASHINGTON COUNTY; ( ((yy f e � 0 . � ' j- . _ .'r.. NORTH 7' _ ! ' +T( AS FO THENCE SOUTH 89'40'00' WEST 573.13 FEET, TO A POINT ON THE EASE AND STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS , . I $ 'a y + - y 164.80 FEET, NOR 24'20'4 WEST 387.35 FEET, NORTH 12'55'20' FOLLOWS. UNE OF ACCESS ROAD NUMBER 1 THENCE NORTH 6 41'08' EAST Hwy �„ 1 NORTH 749'50' WEST 303.41 FEET; NORTH 236.97 FEET; THENCE SOUTH 8621 WEST 298.00 FEET; NOR EAST 599.35 FEET TO A POINT , j !^°`^•' .T 11'21'59' WEST 298.42 FEET; NORM 722'32' WEST 250.20 FEET; ,..1 I - • NORTH 64908' EAST 172.44 FEET; THENCE LEAVING SAID THE BEAVERTON-TIGARD (OREGON STATE) FREEWAY WITH THE NORTH UNE LONG CHORD OF SAID CURVE BEARS SOUTH 640'20 � NORTH WEST 14.58 FEET; I' S :, , ' _ •, .�a NORTHEASTERLY RIGHT -OF -WAY UNE OF THE OREGON STATE HIGHWAY OF THAT TRACT OF LAND GRANTED TO GUST OLSON BY DEED RECORDED THENCE SOUTHERLY ALONG THE ARC OF SAD CURVE 14.58 FEET .. .� t A‘4." { • • 7 • . NOR 89'4000' EAST 394.11 FEET; THENCE NORTH 0649'14' EAST MARCH 2. 1892 IN BOOK 33 AT PAGE 334. DEED RECORDS OF SAID THROUGH A CENTRAL ANGLE OF 1'57'21' THENCE SOUTH 73901' WEST `.�k. ., A . NORTH 5.00 FEET; THENCE NOR 89'40'00 EAST 64.97 FEET; THENCE NORTH COUNTY; THENCE NORTH 19'18 EAST 14.23 FEET, THENCE NORTH 203.73 FEET TO THE POINT OF BEGINNING. I . ' :, ` - • • s . 0620'00' WEST 0.42 FEET. THENCE NORTH 89'40'00' EAST 123.00 FEET; 0641'08 EAST 671.49 FEET TO A POINT OF CURVATURE. THENCE 11 s t a - • : THENCE NORTH M 0620'00' WEST 43 FEET; THENCE NOR 87 PARCELL III: 40'00' 129.13 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE TO THE rc ' �[ .•" ' a � i.. -. • - '�-- � ° t , PACIFIC TELECOM SERVICES, EAST 68.00 FEET; THENCE SOUTH 0620'00' EAST 3.58 FEET; THENCE RIGHT THROUGH A CENTRAL ANGLE OF 14 (THE LONG CHORD OF ;x- • T ~ Ja ~- LLC THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE t >,"1 y NORTH 89'40'00' EAST 107.00 FEET; THENCE NORTH 06 M 20'00' WEST WHICH BEARS NOR 06 EAST AN 05'03' ET 128.77 FEET) TO A POINT OF WILL IETTE MERIDIAN, IN THE COUNTY OF WASHINGTON D STATE OF W IA 63 /a. + 5 not Avenue 5. 5..•86 650 190.58 FEET. THENCE NORTH 89'40'00' EAST 70.00 FEET; THENCE NON - TANGENCY; THENCE NORTH 8621'11' WEST 13 43 FEET; THENCE OREGON. DESCRIBED AS FOLLOWS: L' 4• t. ‘1...' L[4 5401., .A 98104 NORTH 20 NOR 00''02' WEST 100.00 FEET; THENCE NORTH 89'40'00' EAST NORTH 34'4725' WEST 46.50 FEET; THENCE NORTH 8845'53 WEST i :. a NORTH FEET (106) s.z - 9000 60. (x001 595 - 903 - 8513 123.40 FEET; THENCE NOR 0620'00' WEST 369.28 FEET; THENCE 45.82 FT TO THE EASTERLY RIGHT -OF -WAY OF SW SCHOLLS FERRY COMMENCING AT THE INTERSECTION OF THE EASTERLY LINE OF THAT TRACT ' 4 1.' '* ,c • • SOUTH B728'25' EAST 850.15 FEET, THENCE NORM 01'03'00' EAST ROAD, THENCE TRACING SAID EASTERLY RIGHT -OF -WAY NORTH 1956•09' OF LAND CONVEYED TO O.W. CREAKY BY DEED RECORDED NOVEMBER 5. # rte 1f. y '��r ' f II 333.37 FEET TO THE POINT OF BEGINNING. EAST 37.62 FEET; THENCE LEAVING SAID EASTERLY RIGHT -OF -WAY SOUTH 1965. IN BOOK 576 PAGE 195. RECORDS OF WASHINGTON COUNTY. 6645'35' EAST 84.58 FEET TO A POINT OF CURVATURE; THENCE 42.62 OREGON, WITH THE SOUTHWESTERLY UNE OF HALL ROAD (STATE HIGHWAY Ft' F T • r•q 4.. � • (ACCESS ROAD NO. 6) FEET ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE LEFT NUMBER 227); THENCE ALONG SAID SOUTHWESTERLY UNE SOUTH y • 4 . IA DATE. 07 -08-08 THROUGH A CENTRAL ANGLE OF 81'26'05' (THE LONG CHORD OF WHICH 64'12 EAST 73.30 FEET TO THE TRUE POINT OF BEGINNING THENCE h,4 �` _ _A t .. ` ` .7 Y _sa.,ly 1C7 ,- • ( I TOGETHER WITH A STRIP OF LAND OVER A PORTION OF OAKBURG, A DULY BEARS NORTH 7631'22' EAST 39.14 FEET) TO A POINT OF TANGENCY; CONTINUING ALONG OLD SOUTHWESTERLY UNE SOUTH 6412'59' EAST RECORDED PLAT IN SAID WASHINGTON COUNTY AND A PORTION OF SAID THENCE NORTH 29'4720' EAST 183.34 FEET TO A POINT OF 194.88 FEET; THENCE SOUTH 01 WEST 22.22 FEET; THENCE WASHINGTON (DRAWN BY: I NORTH SECTIONS 26 AND 35. DESCRIBED AS FOLLOWS: CURVATURE; THENCE 153.43 FEET ALONG THE ARC OF A 95.00 FOOT NOR 6412'59' WEST 180.72 FEET TO THE INTERSECTION OF A 45.00 JFO SITE RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 98 FOOT RADIUS CURVE TO THE LEFT (THE RADIUS POINT BEARS SOUTH SQUARE AT A POINT ON THE NORTHERLY PROLONGATION OF THE SQU MALL (THE LONG CHORD OF WHICH BEARS NORTH 1 WEST 144.01 WESTERLY UNE OF LOT 25, OAKBURG, A DULY RECORDED PLAT IN SAID 1702'57' EAST); THENCE 56.47 FEET ALONG THE ARC OF SAID CURVE FEET) TO A POINT OF TANGENCY; THENCE NORTH 6845'35' WEST 82 00 '• COUNTY, DISTANT THEREON NORM THROUGH A CENTRAL ANGLE OF 71'5403 618'12' EAST 25 FEET FROM THE (THE CHORD OF WHICH BEARS !CHECKED BY: NORTHWEST CORNER OF SAID LOT, THENCE NORTH 8741'48 WEST , RBNM FEET TO THE EASTERLY RIGHT-OF-WAY OF SW SCHOLLS FERRY ROAD, TRACING SAID EASTERLY RIGHT-OF-WAY NORTH 21'14'26' EAST SOUTH 3700'09' WEST 52.84 FEET); THENCE NORM 01'03'00' EAST 37.28 FEET; THENCE NORTH 0620'00' WEST 340.83 FEET TO THE TRUE 105.00 FEET; THENCE LEAVING SAID EASTERLY RIGHT -OF -WAY SOUTH 78.29 FEET TO THE TRUE POINT OF BEGINNING. M POINT OF BEGINNING; THENCE CONTINUING NORTH 0620'00' WEST 62.02 6645'35' EAST 12.00 FEET TO THE NON- TANGENT INTERSECTION WITH A PARCEL N• REVISIONS FEET; THENCE NORTH 4612 EAST 35.94 FEET TO THE NON- TANGENT 70.00 FOOT RADIUS CURVE TO THE LEFT (THE RADIAL CENTER BEARS PROPOSED AT &T SITE LOCATION: Ire ,m, DOTAL WITH A 40.00 FOOT RADIUS CURVE TO THE LEFT (THE SOUTH 6645'35' EAST) THENCE 109.06 FEET ALONG THE ARC OF A A TRACT OF LAND IN THE WEST HALF OF SECTION 26. TOWNSHIP 1 SOUTH, RADIAL CENTER BEARS SOUTH 88'47'57' EAST); THENCE TRACING THE 70.00 FOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, LOCATED IN THE CITY OF I�-a REV FINAL CO'S JFo ARC OF SAID 40.00 FOOT RADIUS CURVE TO THE LEFT 62.75 FEET OF 9600'00' (THE LONG CHORD OF WHICH BEARS SOUTH 23'45'35' TIGARD. COUNTY OF WASHINGTON AND STATE OF OREGON. SAD TRACT An c •'- , � ;,. + "'� __.� 01 REV FINAL co's JFo THROUGH A CENTRAL ANCLE OF 69'53'17' (THE LONG CHORD OF WHICH EAST 98.99 FEET) TO A POINT OF REVERSING CURVATURE; THENCE DESCRIBED SPECIFICALLY AS FOLLOWS. � „ - .a� BEARS SOUTH 44'44'36' EAST 56.51 FEET) TO A POINT OF TANGENCY; 223.62 FEET ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE TM -A '�• "" i!SFy`� i t " ��,`41'��•V THENCE ALONG A UNE THAT IS PARALLEL W AND DISTANT SOUTHERLY RIGHT THROUGH A CENTRAL ANGLE OF 9633 (THE LONG CHORD OF BEGINNING AT THE INTERSECTION OF THE EAST RIGHT -OF -WAY UNE OF THE - •� '' - `at ' �■ .i,N7'• -M 4.00 FEET, MEASURED AT RIGHT ANGLES FROM THE NORM UNE OF SAID WHICH BEARS SOUTH 19'28'37' EAST 197.06 FEET) TO A POINT OF BEAVERTON- TIGARD (OREGON STATE) HIGHWAY WITH THE NORTH UNE OF # ^: � 1�,� 9' SECTION 35, SOUTH 89'41'14' EAST 858.25 FEET TO THE WESTERLY TANGENCY; THENCE SOUTH 29'48'15' WEST 121.15 FEET TO A POINT OF THAT TRACT OF LAND GRANTED TO GUST OLSON BY DEED RECORDED 9 44 ,.. ' a `I UNE OF SW GREENBURG ROAD; THENCE TRACING SAID WESTERLY UNE CURVATURE; THENCE 123.79 FEET ALONG THE ARC OF A 445.00 FOOT MARCH 2. 1892 IN BOOK 33. PAGE 334. WASHINGTON COUNTY DEED y 6s.. N NORTH 4 RICHARD B. HALL ri1 SOUTH 14'48•04' WEST 61.78 FEET, THENCE LEAVING SAID WESTERLY RECORDS; THENCE. NOR 19'19'29' EAST. 14.23 FEET; THENCE. NORTH _ . . RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 15'56'17' UNE AND TRACING THE ARC OF A NON- TANGENT 29.00 FOOT RADIUS 0691 EAST. 671.49 FEET TO A POINT OF CURVATURE; THENCE. .4 - -.; , � • At - I E LONG CHORD OF WHICH BEARS SOUTH 2 1'50'12' W EST 123.39 - . CURVE TO THE LEFT (THE RADIAL CENTER BEARS SOUTH 2731'08' F ALONG THE ARC OF A 500.00 FT RADIUS CURVE, CONCAVE EASTERLY. 4. ' -. r' 7 i FEET) TO A POINT OF TANGENCY; THENCE SOUTH 8621'02' EAST 0.08 ~ -� ' - "• -• • ' / • WEST) AN ARC DISTANCE OF 10.23 FEET (THE LONG CHORD OF WHICH FEET TO A POINT OF CURVATURE; THENCE 66.89 FEET ALONG THE ARC THE CENTRAL ANGLE OF WHICH IS IS 14'47'50 - , THE LONG CHORD OF - ' C. �„( . a .:a • W BEARS NORTH 79'14'20' WEST 10.16 FEET) TO A POINT OF TANGENCY; OF A 437.00 FOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL WHICH BEARS NORTH 0805'03' EAST. 128 77 FEET, AN ARC DISTANCE ` w t �' ', N SEA ■ 1 WA THENCE NORTH ANGLE OF 0648'14' (THE LONG CHORD OF WHICH BEARS SOUTH A A 89'41'14' WEST 872 01 FEET TO THE TRUE POINT OF OF 129 13 FEET; THENCE. NON- TANGENT TO THE LAST DESCRIBED v SW Blum R e r • BEGINNING. 13'09'02' WEST 66.83 FEET) TO A POINT OF NON - TANGENCY; THENCE COURSE, NORTH 8621 WEST, 13.43 FEET; THENCE NORTH 34'47'25' � w r} 9'r+ -I.?, 5008 WEST 46 50 FEET; THENCE NORTH 8845'53' WEST. 45 82 FEET TD THE ' ;)• ' J+ ' . I'"'` G SOUTH 8820'02' EAST 24 22 FEET; THENCE SOUTH 21'17'45' WEST EAST RIGHT -OF -WAY UNE OF SOUTHWEST SCHOLLS FERRY ROAD; ' ° .3" y • J ; 81.15 FEET; THENCE SOUTH 0641'08' WEST 670.05 FEET, THENCE THENCE NORTH 1756'09' EAST. ALONG THE EAST RIGHT -OF -WAY UNE •} t ?i' • r t4 Ow OF NORTH 8913'49" WEST 67 55 FEET TO THE POINT OF BEGINNING. OF SOUTHWEST SCHOLLS FERRY ROAD. 57.62 FEET TO THE TRUE POINT •.; 3 • 1 ' Nf 4•'•Ii s •7 ti .. `.. OF BEGINNING OF THE TRACT HEREIN DESCRIBED: THENCE. NORTH J�. .E�;, ,• i ` 18)., 41 : Cr OF ;. w A. • 19'56'09' EAST. ALONG THE EAST RIGHT -OF -WAY UNE OF SOUTHWEST i e 1 i SCHOLLS FERRY ROAD. 192.53 FEET TO AN ANGLE POINT IN SAID + t �•` •� } Af '11'. '' '� SITE RIGHT -OF -WAY UNE; THENCE. NORTH 0716'04' EAST. ALONG THE EAST Sao N om ' ,+ A pW) 1 RIGHT -OF -WAY UNE OF SOUTHWEST SCHOLLS FERRY ROAD, 61.72 FEET j •• ' TO AN ANGLE POINT IN SAID RIGHT -OF -WAY UNE; THENCE. NORTH •�„ t; ` ' '`�" WASHINGTON SQUARE 21'14'26' EASE, ALONG THE EAST RIGHT-OF -WAY UNE OF SOUTHWEST -- • 't. SW SUTETTIT.i 9585 SW WASHINGTON SQUARE RD SCHOLLS FERRY ROAD, 63.60 FEET; THENCE. LEAVING THE SOUTHWEST R • IGHT-OF -WAY UNE OF THE • SOUTHWEST SCHOLLS FERRY ROAD. SOUTH .: ��r . `v TIGARD OR 97223 6645'35' EAST, 67.00 FEET TO A POINT OF CURVATURE; THENCE, ^ ��- d • ALO110 THE ARC OF A 95.00 FOOL 9,41.$1 GANG CONCAVE i a:.1wa: =,G °. .; .- y y i,.- SOUTHWESTERLY. THE CENTRAL ANGLE OF WHICH 9833'55'. THE LONG r„ . 4 4 4 SHEET TITLE CHORD OF WHICH BEARS SOUTH 19'38'37' EAST, 144.01 FEET. AN ARC DISTANCE OF 163.43 FEET TO A POINT OF TANGENCY; THENCE. SOUTH _. ,� r GENERAL NOTES ir 29'48'20' WEST, 183.34 FEET TO A POINT OF CURVATURE. THENCE. S ' * ' t q ; -•• . 1 . 1 ALONG THE ARC OF A 30 00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY. THE CENTRAL ANGLE OF WHICH IS 81'26'05'. THE LONG CHORD OF WHICH BEARS SOUTH 7631'22' WEST 39.14 FEET. AN ARC SITE WASHINGTON SHEET NUMBER DISTANCE OF 42.84 FEET TO A POINT OF TANGENCY; THENCE. NORTH SITE MALL 6845 84.68 FEET POINT OF BEGINNING. /^- '35' WEST. 84.6 TO THE TRUE V 2 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • BUODlNO I \ \ _. Of .� RIGHT OF WAY WIDTH TAX LOT I \ IS APPROXIMATE 9 120CAD01000 I DUNCANSON I Crazisom Jua I \ Iij37F MA Sn.a. ma 101 8aok IYssitow- 98166 � ° I Woe• 206.24.1.4141 \ \ F .106.244.441 •1• • TAX LOT I 01812004001100 TAX LOT \ PARCH. T 01812BCA001000 BOLLARD,./ ..................* OLA) PARCH W \ . FIRE CONNECMENS I ASPHALT TAX LOT �� BURLY rn co ON BUILDING I V1J w TAX /1 A00 1100 I I MYS126CA00900 I I U 8f2BCA00 P ARCEL TY SEWER • MANHOLE FIRE DEPARTMENT CONNECTOR I I I I CONNECTOR (TYP.) CAS VALVE PARKING STALLS i I i flfIlllhIh 04 s V T �' PARTING STALLS I A / PARKING STALLS r I ��® r CURB FIRE (hp HYDRANT I I PARCEL J TAX J LOT FS � i WATER VALVE 0181260000900 ' i l R �` m PAD MOUNTED S VAULT ELI I ( ) TRANSFORMER I __ PARC BB'JJ'43'E 25.00' OFBNRIWNAND SALE GEED WATER YEfER _ DATED 18 FEBRUARY, 1989 (TYP) -- CHAWUNK FENCE I I 6 R Z 0. .. (TYP.O / R O .. �. I TA ° ? r i VJ FOUND AM RECD \ / �y W 'LS 874' (Ti?) . == CL BRUSH @ BRUSH 1 / 3� o DOSTING 0181260000900 MONOPOLE I 1 L LI .5 TAX LOT p oo I ' 11 . 5.44' 58919'37'E ( ILI �) I - - - - m CD / \ I T N Z DOSTMO 1 O t c. \ I / E 5 1 co p w m N GRAPHIC SCAM v \ I N SITE LOCATION SITE DETAIL SCALE: r -too FLD. CREW: JR /CR FLD. BOOK: 207/21 SURVEY REFERENCE DRAwN BY: CJD 1. RECORD OF SURVEY RECORDED UNDER PS NO. JOB # 01792.782 22,954, RECORDS OF WASHINGTON COUNTY, DATE: 12/08/08 OREGON. BOUNDARY DISCLAIMER NOTES SURVEY. SUB AND LINES - _ _ - ARE DEPICTED USING FELD —FOUND EVIDENCE AND - 1) NO TIRE RESEARCH PROVIDED AT THIS TIME. CALCULATED BOUNDARY RECORD INFORMATION. MAY CHANCE UPON RECEIPT OF TITLE 2) FIELD WORK CONDUCTED IN DECEMBER 200& CAUTION' 3) BASIS OF BEARING: OREGON COORDINATE SYSTEM, NORTH ZONE UNDERGROUND UTILITIES EXIST IN THE AREA AND (NAD83). UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. 4) UNDERGROUND UTAJDES SHOWN HEREON, IF ANY, WERE DELINEATED STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE • FROM SURFACE EVIDENCE AND /OR UTILITY COMPANY RECORDS. ONE —CALL UTILITY LOCATE SERVICE AT LEAST 4B Cl CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND HOURS BEFORE STARTING ANY CONSTRUCTION. CONSTRUCTION. 1-800 -424 -5555 1 OF 1 • c . I I RECORD OF SURVEY I LEGEND 0 PS 22 EXISTING TARGET TAX LOT I - - SUBJECT BOUN UNE a� TAX LOT BUILDING #15126CA001000 I — - - — RIGHT -OF -war CENTERLINE fl 1S126CA001100 PARCEL - — - RI GHT -OF -WAY UNE v PARCEL 'I - — - ADJACENT BOUNDARY LINE r- — _ — — _ _ _ — — — SECTIONAL BREAKDOWN UNE J_J �O r c I - -- - - - _ _ _ J OP OVERHEAD POWER UNE p p p, U P B URIED POWER LINE ' Z N Q I E ,E1 I ZONING: MUC TAX LOT G BURIED GAS UNE . ' 9 W • P E JURISDICTION: CITY OF TIGARD OT OVERHEAD TELEPHONE LINE p m z Z 1O #1S126CA00900 ^ o ‘S‘‘' PARCEL 'B' UT BURIED TELEPHONE UNE .- 0 EXISTING UTILITY VAULTS & VALVES W BURIED WATER UNE CNI GI - - -- - _ _... SS BURIED SANITARY SEWER • PROPOSED AT &T ELECTICAL I I EXISTING PARKING so BURIED STORM DRAIN (SEE SHEET E -1) - - — DITCH UNE/FLOW UNE I PROPOSED AT &T ANTENNA ARRAY CONCEALED ROCK RETAINING WALL 0.''' 3 ` _ STEEL PLATFORM ELEVATED ON CONCRETE WITHIN A CYLINDRICAL SHROUD ASSEMBLY AND VEGETATION LINE MOUNTED TO AN EXISTING STEALTH MONOPOLE -o—• • CHAIN LINK FENCE 11111110161811111 PROPOSED AT &T TELCO a o wooD FENCE _ _ 58 6'33' 43 E 25.00' ! _ �� I (SEE SHEET E -1) BARBED WIRE/WIRE FENCE . : - - - '�' - .......... i ��- TRANSFORMER "¢ FIRE HYDRANT ,l.�O��,;C PROPOSED AT &T RADIO EQUIP W MENT CONCEALED WITHIN A ` ` ' ' X18' rFr l ` I r Y r - '� Yi LIGHT STANDARD DO GATE VALVE ,I�� l i O • PIERS AND POSISTiONED WITHIN AN EXISTING CROWN CASTLE `} • O POWER VAULT ® WATER METER ------ , (a o cc PROPOSED 10' 1 i�'� t _ Ise UTILITY BOX Q FlRE STAND PIPE ��W� < ( — ® 3 FENCED COMPOUND SURROUNDED BY EXISTING LANDSCAPING 1 W T —T —T :, !. t / %V 0 may POLE 0 CATCH BASIN, TYPE I !` ? 1- , <, • . . ;�.'t ® CATCH BASIN, TYPE II p N — r, _ � �1 POLE GUY WIRE I � : E ZZ d - �:' . ;� @ CAS V ALV E SIGN 0 \� E Q — .. - •� _ •, e y :• AI* ® CAS METER o BOLLARD - ' 8 19) ,� C- �, t •._d TELEPHONE VAULT NAIL BOX - - -_ - - I �+ F. - - - - - -- -- ' • �" `- °M'i i ib` - "�� •• a TELEPHONE RISER 274.21 SPOT ELEVATION 4 —► -- SW BLU R 1) I ZONING: MUC _ _ — — - _ — — — — JURISDICTION: CITY OF TIGARD _ V �� moo= � ZONING: MUC - _ _ _ �_ _ �J JURISDICTION: CITY OF TIGARD - .C �e� EXISTING PACIFIC TELECOM SERVICES, s„.., \ PARKING LOT LLC n \ / ) 368 MI Awnu. 3. 1 06 ) 9 \ PROPOSED AT &T TECH VEHICULAR ACCESS AND / / \ / s 62-90 106. aa.o. PARKING VIA AND EXISTING PARKING AREA ADJACENT ' Pnon.: cmaJ sa: a000 r.,. (aaa) aos esls THE EXISTING CROWN CAS11.E EQUIPMENT COMPOUND ( / / \ EXISTING - PARKING LOTI / DATE D7 -08-08 EXISTING / / ��U�i I PARKING LOT) \ ` \ / i'''' } 1� DRAWN BY: JFO I \ (CHECKED B RBN I \ / i t - REVISIONS GATE OESOi�lION INITIAL / BUILDING S 11 411-01 nn. FINAL cos .1 FO / EXISTING JC \ / FURNITURE BUILDING D F \ j \ VICINRY MAP mom REV.�rINAL CO'9 JFO `[ ' t /%',=;., ` / F / J - as C l • 1 / J • . {' I11,�„a,; ? A 9 0008 SEE SHEET A -1.1 FOR JURISDICTION: CITY OF TIGARD / , '1 ! � ' � ` `�'�, ARCHITECTURAL SITE PLAN / \ / %/ I OF di t EXISTING DICK'S / \ / / / / / / / / / / / / i < � , ,`� Li - Y.: PW11 il I ` 1 ., + s ue . SITE SPORTS BUILDING / / \ / ,. 111 J , . 11 "' s r; (-2....„,,______a / _ 1 1 = WASHINGTON SQUARE • \ (EXISTING PARKINC LOT %. t - ' It 14411 � ^� 9585 SW WASHINGTON SOUARE RD / / 1 , ,� LE -,I �= TIGARD, OR 97223 -.\\\ ../:„.,,,,,,,,:,,, • ..4_,,,,,,„../' \ . I \ - �� r1 ` til f � � SHEET EL TME GRAPHIC SCALE PARCEL PLAN 1N SHEET NUMBER 24'x38' SCALE: 1' -30 N•, m be awnam•a by A \ - 1 11'x17' SCALE: 1'm80 els aunt/ 01 available). vam A ble). NOT FOR CONSTRUCTION UNLESS CABLED AS CONSTRUCTION SET • • IL ______Li__ I EXISTING VA EXIS G GAS VALVE I- T B3 PARKIN STALLS G.) Q N n3o Cl co 0 6 0 0 c3 433 • W ¢• W W W W W W W W W W W g,,,< E S W E W W W W W i W W W W W • • • W W W W W W W W W W W W * 811110 = = Z WATER M R W �. W W W W W W V J •• 4 W W W W W W W W W W W W W W W W W W W W W W W CO O vi In. • W I •V W W W W W W W W i W W W i W W i W W W i W i W W i W i i W W W W V.- 0 N g . I W W W W W W . W W W W W W W W W W W W W v W W W W W W W W W W W W W 4, q) W r- CC W W IA* 4 W 4 W W W W W W W W W 4 W W W 4. W W W W W W 4. ■ 1 e n W W W W W W W W W • W W W W W 4 W d• W W W W W W W W W W W _ -_ _— it W \ W W W W W W W W W W W W W W W W W W W • -- -4 — EXISTING FENCE __ — W * W W * W W _- ,1 :� W � W • W �m -- W ...AL '4 • Y W • W W W \ W * W * W W W W W W - � — 588'33 "E _ 25 . 00' W i i W W W W W W; W W i W i p . W W 4 •• • W W EXISTING PAD MOUNTED W W W W W W W W W W W W W TRANSFORMER W W \W W W W W . W W a • mil•— _ m- ,. � -- .1. REB.Y * W • .. 4 W W W W N LINK ENCE i ' 4. W -- � I` Y ao CH • I ;I' 1 c W °D FUND AR TYPO ii i _ - i Q o a3 W W AND W •C.AP W W W W W\ W W W •4 W / • IS' 874" ( i .) W W W W �� W ` q W W W W .1. n � Q, � ^ d ,,,.< W f W W i W W 1 j W W W W W W W W 4; % C W • • Ef W\ W W W W W } Se ` , ,..A O E= 5 W W W .1• W W W Y. (n W W W W W W d W A i' \. i! .I / .CI • W W W W W W W W W W W W W W W W I `L\ A `' / " 0 r - PROPOSED AT &T ELECTRICAL* W to W W W W W W W W if 1 W // W S J •(SEE SHEET E -1) W W W W W W W W W W W f W W • W W W W W W W W W \ . W W W W W W W • • PROPOSED UTILITY EASEMENT W W W . TRUE POINT OF BEGINNING W • W W W W W • W W W W W W W W W - p W W W W W W W W W i W W W W W . W\ W W W W W W W W •Y W W ' V W W W W i W EXISTING BRUSH,. W W W W W W .I0 W W W W W W W W W W W .V • Y W W • W W W W W W W W W W W W W W W W W W W W W W W EXISTING BRUSH W W W W W Y W W W W W W W W W -� � PROPOSED AT &T RADIO EQUIPMENT CONCEALED WITHIN A W W W ' � W W W W W W 4. W W W W V W PROPOSED AT &T IELCO W W PROPOSED 10'X18' STEEL PLATFORM ELEVATED ON CONCRETE i W W W W W W V • W W W 4. W SEE SHEET E-1) ` W W EXISTING TREES PIERS AND POSISTIONED WITHIN AN EXISTING CROWN CASTLE ' . W \ W W W * W W V W W W W * W W W W W Y W W W W W W W W W W PACIFIC TELECOM SERVICES FENCED COMPOUND SURROUNDED BY EXISTING LANDSCAPING PROPOSED AT &T ANTENNA ARRAY W W W W �Y W W W W W W W W W * W V W W W W W W W W 4 LLC CONCEALED WITHIN A CYLINDRICAL 588 Ord A..... S.. SA. 855 • W REV. n CD'S JF W W W "TAX L'OT W W W W W W W W W W\ J• W W W * W W W W W SHROUD ASSEMBLY AND MOUNTED W W W W Y W W W W W W W • W 5..m.. WA. 9810. ` n 80000 N Mow: MO 342 -9050 km (208) 8103 -8513 W W W * W W W h 4 S) 2 •3OO W * W W W . W W W W T W W * ♦ t —� TO AN EXISTING STEM TH MONOPOLE W W W . W . Y W . W W W W W W 7 • W W W W W W W W W W W W W W W W W ( , I� ' T W T W T W TW W T W W WT W T'' L W T ' Ti W i T ' TW WT V T W W WT i T W .Y . T W TW W W W W W W W W W W W W W W W W W W W ' .Y _ W W W i W W W W W W W W W W W W W W W W W W W Y W W W W W 4. W W W • W i W W W W W W i * W W W W W W W — �.�i— �=� ••- - - - - .. . i v ,1 W W W W W W W W W W Y W W W W W W W W (DATE: 07 I • 1 i7 ,a o g ir'1["r�PnS ^.14 ? W W W W W W W W W W W W W W W W •Y W W I _ E X ISTING FENCE W W W W W W W W W W . W W V W „ W „ W W W W • * W * W W W W W v W 9• * W W W •Y W J• W. + . I el I : ni W I . W W W W W W W W W W W W W Y W W W W W W W : [ � v IFo W W W W W W W W W W W W W W W W W J• W . 1"k ` I� �Ii `_7 �•• • . � • ' - Z W W ' W W W W Y W W W W W W W II 'DRAWN BY I �( ZS ° • '•' 4' FENCE TO BE REPLACE WITH 8' FENCE • W W W W v W * W W W W * W W W W W W W . '•lu / I � ' I I j L' � � 1 1 • ••••.••• •� W W W W W W V W W W •Y •Y 4. h R G� x 1� TO COVER VIEW OF PROPOSED EQUIPMENT CHECKED BY: I to o� , • • • • • • • • • • • I W ( Rim I W W W i i W 4. W W * W W W W W Y W W W W W W 4 W W W W 4. W 4. W W W 4. W W W 4 W W ,, • I (A IIi' QW •. • EXISTING • . •Y- • W W W W * v W W W W W • W i W W W W i • i II• I 111 : �” `' • . MONOPOLE,' IO II W W W 4. W W W 4 4. Iv W W Y W W W '�' W REVISIONS • �: 'n �X W W 4 W W W W W W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W W W -. II_ E M No.. 3 V, _ ...SW F! 1; S� ll � i '_ 9!l91fi4X J • W W W W W W W W W 4. 4 W W W W W W W • • —_� a • ' I� W W W W W W 4 W W W W Y W W W 4. DESCRIPTION WRUL • 55 • ' • ' • ' • ' EXISTING LANDSCAPING • •'01 -051 o W W W W W W W i * W EXISTING LANDSCAPING W W W • • • • • • •^\ o d¢D � ' ' � ' � ' � ' � � W W • W W W W W W W W W W W �W( 2 Y W W W W 01-040 REV.., FINAL CD'S JFO • W W W 4. W W 4. W W W W W W W W W W W • 1#3 0 Y I-F 17 � ' Otl • (j —��i n W W W W W W 1D^J /A� W 4 W W W W W OV I' Q Y W W W /� • W W W i i i W W W '` W W W W 4 W W W - w Y W W W W i .‹ - p l`.'� W , ^ W a , J a W Q W V W W W 4449%. W W W W W W �'a 111 W W W W W W I 506. �I W W �/� �] • Q Q \ 0 ' % O W \ j y� V Y �� e' / �� p � e111 W W W W 1 L, W W W W E / ISTIN 1 W V V W 0 v 4 W W + Q EXISTING 7 DUSTING XISTING LADDER °”' 1 11 • O v __ RICHARD B. 97 /, W RETAINING WALL , • r , �1 J'�► " I W - p Q I7O aQ Q Q Q Q , � ' i /` _ n . �. .' W W W p V O Q� ply EXISTING ECOLOGY � • 4 W W , I 9 � Q `l W W W EXISTING SPRINT ' BLOCKS o J) SEA . WA c p. W W W 4 P W W W SLAB & EQUIPMENT W V 0 D , 5008 /� W i W OW D W W W W •Q � � a `�� W 1f'i W W W W � 0 W W W U ❑ W Q D ` 7 1 .4 4 a OF W W W W Q Q v o :::: i : •Y O W W W W W W W W W W W W W W W W W W W W W W N W W W 4 ` .Y W W W •. W W W W * W W * W W W W W W W W W W W W W itiwiriter-il W i W W W W PWl 1 WASHINGTON SQUARE ( EXISTING SIDEWALK) EXISTING GATE `EXISTING SIDEWALKI 9585 WASHI OGTO9 SQUARE RD / , J SW EXISTING LANDSCAPING 7223 SHEET TITLE SW BLUM RD ARCHITECTURAL SITE PLAN GRAPHIC SCALE r. 10 Of ARCHITECTURAL SITE PLAN p SHEET NUMBER 24x36" SCALE: 3/18....1'—or North to be determine by / \ — 1 e 1 I 1'x17" SCALE: 3/32 " =1' -0' site survey 01 awuoei.). i NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • W 0 . 0 0 CONSTRUCTION PLAN KEYED NOTES m t� Q O- - T —T —T T— T— T— T— T— T— T— T— T —T —T —T T T— T— T— T— T —T —T —T pp \]/ I \V \I/ \I/ \V A. \V \I/ \I/ \I/ \I, \l/ O d SEE DETAILS A -4, A -4.1, A -4.2 & A-4.7. PROPOSED AT &T ACCESSORY EOUIPMENT BUILDING (PROVIDED BY CONTRACTOR) F • 3 PROPOSED AT &T NOKIA ULTRASITE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED Ca ]/ \ / 1 , , I \I/ 18' \I/ \I/ \I/ \I/ \I/ \I/ \, 9' \I/ \I/ \I/ \j / O BY AT &T). SEE DETAIL SHEET A -7.2. Q 7 r O PROPOSED AT &T NOKIA ULTRASITE CABINET NO. 3 (EXPANSION - PROVIDED BY AT &T). el ` 3 W ' 11 ; SEE DET AIL SHEET A -3.2. C p p rn 1 _ ', O PROPOSED AT&T DETAIL SHEET LUCENT UMTS CABINET (PROVIDED BY AT &T). Z N Q OZ/ C '' N' —'�� •I • i v un IIIII n n nn,nnwnn, nun ,inn _ —. • ,� i , u u . J' [E] FENCE � W W W W `L' `1' O SEE DETAIL ON SHEET �MOUNTP1G ON FLUSH MOUNT. — 9 w • -- p m 6� &nnunnu 11 m — na u IIIlI I w 1 1 Iimnl 11�I iji ''1 IIIII IIIIIIIIII III 111 I I d ill Illp I I I I iI II II11lIjIJIIlII�, II III !l �� IIIIiiiiiilll�`QI I III I iiII Q [ I III I� I II W W W W W W W SEE AI & EASING CONCRETE FOUNDATION, PIERS, AND SELF SUPPORT O m Z °z �' — L! h LlYllLLl.a.l,l. .11 �L.,, ILJ,l l.. _� 1.9L .,.., lLI . .L ., .I i � I III II vI I I I I I I IIII I W W W W R TO ANALYZED STATE UCENSED ENGINEER m �t ,�mlwuwm nmunuumumunuln , •w m•wi•I Q I�Q I I IQ IIII IIII Q OLa1TICE TOWE 0 BE ANAL 2E0 BY WASHINGTON S T >— U .— O " �I �In ` C � I I I r �� _a -� / y Jr W Ji W .L W W W J. W J. WITH ADDITIONAL ANTENNA & COAX LOADING APPLIED. b p . \ i I __ .I _o= I W W W J• W Si, W W W 4, W W `I' B' -0' HIGH CORRUGATED FENCE W/ SLITS TO MATCH EXLSIINC FENCE W y ' AI ® 11 O O • c I O 1 f ® W '��ti— y .Y W . y •Y J. .L y W O[ (PROVIDED BY CONTRACTOR). B' POST TO POST TYPICAL SEE S HEETS A -4.3 & 5-2. - - 1 / I �. W W W W W y W W y B' FOGH CORRUGATED FENCE GATES W/ SLATS TO MATCH EXISTING FENCE (PROVIDED BY I .: ))) J/ ` 'I' �r�6 ��' 10 CONTRACTOR). AT &T SIGNAGE MOUNTED TO GATE. LOCK PROVIDED BY AT &T. y Il�= B. ) ( I ' -i ?� ` W W •l• W y •1 . W SEE SHEET A -43 & S -2 & OETNL•11 /A -5.1. I- , I =` H IIIIII 4 ^\.�1 O t , 120P ZED AT &T AR TE21 POWER CABINET (PROVIDED BY AT &T). I "04 `` y y y y y y y y SEE DET SHEET A 3GUS .2. / I r Mil IIIII I,� 1 O PROPOSED ANTENNAS (PROVIDE BY A T &T) ' �' I / � / I / ' • I IIII�IIII ' / W W W W W W W W S E E RADIO PUN SHEET RF -1 & DETAIL 4/A -3.1. I \\ \\\ C W m "0 ._ i / I ! ' _ A I . �4 W W W W W W W y W • � y x m j/ L _ L _ —_ ® 1 _ ,� u[ 11I111 ,, , ' I W W W W W W W W W O \ \ \ ,I o rn i , S EM E L CABLE PROVmED BY AT& TO ANTENNAS CO W = -- ®- �I : = I a SEE COAX SCHE DULE ON SHE AX te a .:. <. L re . F Y � (S w r I 40 © IIIII ' © II [•:� — \`� - - -CI / W W W W W '' W W 0, PEDESTAL MOUNTED COAT( ICE BRIDGE (PROVIDED BY CONTRACTOR). tt a ' C® (,i (,I z ;i A- - 'PP J - > D: t 16 \ I RE) I � IIIIIIII EE -&-.–E1 _ W W W W Y W 4 W 4 SEE DETAIL 9/A -4.1. �, �, E O FLrTU .:1 -" © t6 SEE SHEETS E -3, E -3.1, & E -3.2 FOR GROUNDING TYPICAL. ` \`\\w` CG Z N - • ^ , 1- U = c'— . E5 11, ) II W •1• W W W J. W J. J• u © / %�� ` � \ !�I E y I/ \ 0 0 _ - + 1 PROPOSED POWER & TELCO TRENCHES. SEE DETALL 1 E -1. r `\ `II ��• _ � i — W W W W W W W W W W h ; . . .. IIII I I I II I I II ��I� - - _ _ _ -_ O PROP OSED AT & ROWAV H WNH 2O0A E SH EETER & TELC° P ANEL (TELCO tr : _, 8 r , -� r,� m L.-- tl P BY MICROWAVE SH PEA RF DS. SEE SHEET E - 22. W t m ow 11111111111111 ,.„ 111111111111111(. `1' - W `V `I' `I' 4 4 4 •l' '(' `L' I _ — I PROPOSED AT &T ANTENNA ARRAY ` __ �` `(' •4 ' �' ` W \ � I y W � y - -I W y '(' CONCEALED WITHN A CYLINDRICAL W 4 " L PROPOSED AT&T CPS/E911 COMBINED ANTENNA (PROVIDED BY AT &T). I0 W W W y �W y y ' ( _ __ , y y .SHROUD ASSEMBLY AND MOUNTED y 4, ® ' L - - c - I © I E.—�� 2t SEE DETAIL 5/A -3.1 TO AN EXISTING STEALTH MONOPOLE • w y W W W 4' W 44> I W� 10 J• AY I W W � _ W W W W W W '' W W v PROPOSED AT &T ARGUS Te20b BATTERY BACKUP CABINET (PROVIDED BY AT&T). ! - J — SEE DETAIL 5/A -3.2. f M I ® __ _ = B == - I O PROPOSED AT &T VERTICAL STEEL LADDER FOR WINTER ACCESS TO ATTIC �� DOOR (PROVIDED BY CONTRACTOR) SEE DETAILS 3/A -4.8. I I —=== • 1---1 ' PACIFIC TEL COM SERVICES, L - - -- _ 966 Find A....,. 9.9.0.650 — EC [E] PROPOSED AT &T RADIO EQUIPMENT CONCEALED WITHIN A —=== S.c VA 66164 Mum (206) E 342 -9000 fm, (206) 603 -6313 BLO LOGY PROPOSED 10'x18' STEEL PLAFORM ELEVATED ON CONCRETE �, E C CE r''' E C O LOGY PIERS AND POSISRONED WITHIN AN EXISTING CROWN CASTLE LI H ECOLOG I I I I FENCED COMPOUND SURROUNDED BY EXISTING LANDSCAPING L _ – \ L IDATE: 07-08-08 I , I I ; T I I I • -- SIT NOTES IDRAWN BY: \[/ e t [ SPRINT , 1 _ • 1. VERIFY ANTENNA RAD CENTER & AZIMUTHS WITH FINAL RFDS (I.E., � — EQUIPMENT SITE CONFIGURATION SHEET) FROM R.F. ENGINEER. (CHECKED BY: �H I —• _____I I \I/ 2. EXISTING MAIN COMPOUND GATE SHALL BE CAREFULLY REMOVED, L REPAIRED AND RELOCATED TO NEW POSITION AS SHOWN ON I I I I ARCHITECTURAL PLANS. REVISIONS _ ( D►TE DISCRIPfION DIM `[E] CONC SLAB D-06® REV. FINAL CD JFO J 01.0-09 REV A INAL CD'S JFO 1 `[E] CRUSHED ROCK 4400,U 1� [E] [E] UTILITY ' METER EQUIPMENT [E] [E] LIGHT `� RIC B. HALL \I/ STEPDOWN TRANSFOROR MER 'i V -� rA� SEA , WA [E] FENCE 5008 �� e • \I/ 1 -16. ` ` -- " � _ -_. '�■�>• i - OF & A. 4 alalialailiallialalliallinall ■1/ 1/ F • COAX LENGTH SCHEDULE WASHINGTON SQUARE \J/ • ; f F , ! I; 9585 SW WASHINGTON SQUARE RD 1 E, COAX LENGTHS ARE CALCULATED FROM THIS TIGARD, OR 97223 , ■ 1 [E] , I , DRAWING SET. ANY DEVIATION FROM THE PROPOSED br LANDSCAPING 4 ■■ ' 6 • p • \�/ DESIGN MAY REQUIRE ALTERATION OF COAX LENGTHS. -AI. J/ � - - ! .. - CONTRACTOR SHALL ENSURE THAT FINAL DESIGN AND SHEET TITLE _ . 'T" 0 "1�' ��. �� . COAX LENGTHS ARE COORDINATED. ENLARGED SITE PLAN [E] CONC ra+ GRAPHIC SCALE f N SECTOR LENGTH # COAX DIAMETER SIDEWALK \ , ENLARGED SITE PLAN If. SECTOR "1" 100' 4 7/8" SHEET NUMBER 24'x36' SCALE: 1/2' =1'—O' „,, re b SECTOR "2” 100' 4 7/8" e 11 "x17' SCALE: 1/4' =1' —O /H6 .69 (x 69eDObl6). SECTOR "3" 100' 4 7/8" NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET CONSTRUCTION PLAN KEYED NOTES O PROPOSED AT &T ACCESSORY EQUIPMENT BUILDING (PROVIDED BY CONTRACTOR) SEE DETAILS A -4. A -4.1, A -4.2 & A-4.7. • W O PROPOSED AT &T NOKIA ULTRASRE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED BY AT &T). SEE DETAIL SHEET A-3.2. N O PROPOSED AT &T NOKIA ULTRASRE CABINET NO. 3 (EXPANSION - PROVIDED BY AT&T). vii 1 : 3 M 3 0 SEE DETAIL SHEET A -3.2. pl•) O 0 p 0) OO SHEET A - PRO DETAIL AT UMTS CABINET (PROVIDED BY AT &T). p N Q O PROPOSE D AT &T ANTENNA MOUNTING ON FLUSH MOUNT. ` J n 3 SEE DETAIL ON SHEET 1& 9 /A -5. 0 m Z 2 CO TOP OF EXISTING SPRINT ANRENNA ARRAY SHROUD CANISTER } N 2 . 87.80' AGL EXISTING SPRINT ANTENNA ARRAY �� ' -0' HIGH CORRUGATED FENCE W/ SLATS TO MATCH EXISTING FENCE OO B (P ROVI DED BY CONTRACTOR). 8 ' -0 ' POST TO POST TYPICAL SEE SHEE1S A -4.3 & 5 -2. 1)1 L SEE SHEET A -4.3 & S -2 & DETAIL 11/A -5.1. - ® PROPOSED AT &T ANTENNA ARRAY CONCEALED 0 PROPOSED AT &T ARGUS 1E21 POWER CABINET (PROVIDED BY AT &T). WITHIN A CYLINDRICAL SHROUD ASSEMBLY AND SEE DETAILS SHEET A -3.2. MOUNTED TO AN EXISTING STEALTH MONOPOLE 17 PROPOSED ANTENNAS (PROVIDED BY AT &T). t SEE RADIO PLAN SHEET RF -1 & DETAIL 4/A -3.1. SEA , WA $ __ i. ., TOP 0' ?ISTING ['%0 - OPOLE MASTHEA AL APUFI R (UHA) AN D IPID(ER- CO (PROVIDED BY AT& I �I W W co '' 75.00 AG �� TOP OF PROPOSED .T &T NTENNA ARRA -' - I RFFFR TO R F STIE KURD FORM &DETAILS 3 & 11 /A -5 n ! C Y - 74.16' AG- COAXIAL CABLE ((PROVIDED BY AT &T) TO ANTENNAS. : — Q p E 14 SEE COAX LENGTH SCHE ON SHEET COA >' <: 0- (O p i LENGTH SCHEDULE SEE ALSO E l -1 & RF -2. - "L 1 p PEDESTAL M OUNTE D C O A X ICE BRIDGE (PROVIDED BY CONT C® W 3 Z lAil'' I i •� O SEE DETAIL 8 /A - 4.1. . 13 5; i:�.�v�`�•E ZYn ``' E Q ii / L i PR OPOSED AT &T UT ILITY H -FRAME WITH 2ODA ELEC METER & TELCO PANEL (TELCO ` � � �s " ) L. 7 _ J✓"_• f 'a S : �f.11' J '�` ®�� , - - ■ - — IB PROVIDED BY MICROWAVE SHOT PER REDS SEE SHEET E -2.2. I It_ '; �, . - O 1 i IE ES � , _ , "y PROPOSED AT &T CPS/E911 COMBINED ANTENNA (PROVIDED BY AT &T). ® 5 -n •} f l` � am . 'r - �1 SEE DETAIL 5/A -3.1. r t - 1 C.L. !_= ° 1 �; . , ©1 PROPOSED AT &T ARGUS Ta20b BATTERY BACKUP CABINET (PROVIDED BY AT &T). - 4, i _ °54. SEE D ETAIL 5/A -3.2. ,c , ®PROP05m AT &T VERTICAL STEEL LADDER FOR WINTER ACCESS TO ATTIC "L ' •'�• 1s ^ �}, ��' y DO (P ROVIDED BY CONTRACTOR) SEE DEDUS 3 /A -4.B • S �'" . 1•? T'. Y /' - 1`'- v. PACIFIC TE LECOM SERVICES, 1 7 N �i .. ..,,a J 7 Y a ,T LLC > ^. , -.tT] . • LL :• �/ �, . H .0.-:- 568 Rd .. n- 5. 505. 650 �'�,,• I - a. r Swab, WA 9810. ( 660 %< • 1 1 �;' �� - �,f s ` " � J �. / T� r , [ 5 n F 9.60° (>!00) >.] -9000 fm: (705) 90] -551] � ,. `�; TF 1L �I !�•„ . •• .x. �_ � 1 � L -'� ' %1/ •� �•,- .�,0 Z > �i � `� f � /� n wlti ... . .f y/Sy. 1 t � • K, ° „Tr'�' 4 . C 11 �t+ - f • J e i? T ; sw -: i I1 4 ��!j, �t��tx� ' „ :x' DATE i. I 07-08-08 -0e -OB I ` ► j a i ' iv , a : . ., ; ► ,; /A 4,1 �'f 4 , SITE NOTES :3 = � pr e i/ E t ',� , - 1 i '- 0 .1 // L d:, is + - 'DRAWN BY: JFO I E ° �� r `� t? , ' r OC g „ o; _ _ ► i % t , ►n 7 �' M 1. VERIFY ANTENNA RAD CENTER & AZIMUTHS WITH FINAL ::L ., SITE CONFIGURA SHEEP) FROM R.F. ENGINEER. CCKED BY: RBH L ' 4 'P- ;., _ M - ` - ' : � _ 1 ra '11. ' ( I • ' ., - _ ms s•- - - -- - — - - - } r + F = w ? , • A : y • -. - . s� ; , REPAIRED AND RELOCATED TO NEW POSITION AS SHOWN ON as1. , ` :NI 1 T f � r I j �c� i i- = � .l�I I — :� Nip• 1► gil 1 , V ,1 1 !�u : •iO ". '' ; ��i _ A RCHRECTURAL PLANS. l �►�_ + :V ,r _ I `` ii ��1 ■ i��at LJ - I tea.. i 1 ! ` 1L +.� _ r � REVISIONS i _ �r �+' ' 111' : ; I C .�'1 ; lr� �' � T arf DESCRIPTION IwTML '31'; r�� 1 y � g C / II/l ! I�Cij ' =lAII1 p ,0 , I1��1 _r-�illrAMIIIIi�lIMl►�IVaIjlt��.M ii � j■1� ' 1 ' ll; , Ii�� - I •l 'itti, .!C4 eiggi -4r - 1146-01 R JFO , rn r-ill!Y •!T F d'l� Il_r 11111! -1 !,rA 1�I��.:1 !I. _I.!.Ip JIl4� ai R - .`AaS,]I:1X,,,_c 'egt` T w`'• 5,$01 REV. ® TINAL COS JFO . � „ .'•�• PROPOSED AT&T 1�I f 1,11,0titillr V D q ��ti +'] r � k + n o-t . r.`- 4 :: $1 /' ' RADIO EQUIPMENT CONCEALED a rr• ate ` \ II Na W o t ; . ' . � ' f '.... B, HALL a - t I I :WITHIN A PROPOSED 10'X18' STEEL PLATFORM ,P4 4 r 4 �� r ` " r • 1 '�' A i F ' ` ). r I� � iS ELEVATED ON CONCRETE PIERS AND POSISTIONED , .; r XIS G RIN �T11YI L C ' rr 1 I I, " ' n • i i F � ,6 -� * 1 j' '4 - i /` ■ ' / . r , :h ., tWITHIN AN EXISTING CROWN CASTLE FENCED jI r 6t d' • I - .. 00 - Nt• • e v t l y . , y �� 14 1 1 ��` 1 r a • / I , -COMPOUND SURROUNDED BY EXISTING LANDSCAPING A i� v ' % . - a " � TO: N�� r ) V I/r 40° Li c 12 • 1 ,S(+G J . e. i 1 1 1 F - S 1 vi " ' • , .. ). 4 /) ,,� � Cv` N •1• � 6 ' ,.,, . s ' -' . 1 � ,' " Alp , © . 'kt . • v i ' 'j i Mr,- . , � - „ t `�' � 5008 � ,141,e.-.1,' • 1 wr O tiff' ; . ! I _ _ L e > I 1 � !51 _ --.14...,,,, :D 4 • r� J` - S - * , ..� JIY tl f. ) • 1—•'1 31 :. I,r.li 17, a,-r 'I' .� .I - •s 1 } �-- - y. . a .. , • 5. 1 '•?, r��'.1Gie�• - • ' [ S . / �, II il I r; ,. / ° h e' � - •sr•. ,11 ;,. � •: r - _ � ,. •� .4{ �!� •�.a SITE ' 1.; ;': , -- I � ; ' ) ice' _t . ° ' ., .. �..• 104111,41,-' r _ ' ' *p l p _ ice. • • 7� c , l i j 44 ;;” (� , 1' III, I I i; , N U • ti 1. I >:• �l p . '.• . . ' <�6,"., dol +`;�pY'. PW11 'll� � � AP. Pi ,3e1 �.` /' IF S }, 'I 1 .k i y � F h .lh� { �frPlr • +i••a ♦ • O� S C-• 'r �., v I:�� 1 '� i1iwi , 6 �� ( , 1:i�r)v_\ I�� I Ite s l I 4 1 1r11111fa or ; 1 . ' r 404 ^ ', c.rr •I :? • I .et. ' I _ •f" s : L • �.. fl ; G s .� :i 1 1 ; �!II '1 t. • (. 4 i1 ` - 9sCAP1 1 , > `�� '— I T WASHINGTON SQUARE - -- - figs" ar Ip, F . : �; , f > .I I<i 1.11.. :t , �! d , 'I _ i COAX LENGTH SCHEDULE - c r + I I tl 1' [ ? S •1 r 1 r } s , � > t V I I I '1S , 1 5, 9585 TI WASHINGTON SQUARE RD IN; S I k, < 1 :1 =___` ;_ CO LENGTHS ARE CALCULATED FROM THIS �� 1 .! t I s v sp y � DRAWING SET. ANY DEVIATION FROM THE PROPOSED TIGARD, OR 97223 - - p 9 , 1 , ` , ' , t r s I e I . • 'r: :h • "%=` `lam : - : - DESIGN MAY REQUIRE ALTERATION OF COAX LENGTHS. • • • • • • ' • •I . )I - f r:;•2 i , ' • ••::•'';'•:'• ; ` u • • r ! - I CONTRACTOR SHALL ENSURE URE THAT FINAL DESIGN AND • • ' >- -'�'I I s': , 0 •• • a )117: NW: , , r 1 r. ! : , ) ,.c 01 �� • a - .1.. Z.- _- -__ —_; COAX LENGTHS ARE COORDINATED. SHEET TITLE :' - . --- -1 -- • - -- -- --- --'- • •II 11 11 1 , . r ; •' l � ELEVATION(S) oti sr 0.00' GRADE AGL J SECTOR LENGTH # COAX DIAMETER EXISTING GATE SOUTH ELEVATION SECTOR "1" 100' 4 7/8" SHEET NUMBER 24 "x36 SCALE 3/16 %4 -0' 1 SECT "2" 100' 4 7/8" /+ — Z 11' x17 ° SCALE: 3/32°°1' -O° SECTOR " 3" 100' 4 7/8" /� J NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • . CONSTRUCTION PLAN KEYED NOTES CD O PROPOSED AT &T ACCESSORY EQUIPMENT BUILDING (PROVIDED BY CONTRACTOR) SEE QUAILS A -4. A -4.1. A -4.2 & A -4.7. Q O A-3.2. PROPOSED AT &T NOKIA ULTRASRE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED r N 1 BY AT &T). SEE DETAIL SHEET A -3. , • 2- eV KATHREIN GPS/E91 1 E. O PROPOSED AT &T NOKIA ULTRASITE CABINET NO. 3 (EXPANSION - PROVIDED BY AT &T). 1� ` M 3 o COMBINED ANTENN ;' �� ''� SEE DEVIL A-3.2. SHEET A -3. 0 c a1 O OE ` PROPOSED TAD. AT &T LUCENT A - 3 . 2. p UMTS CABINET (PROVIDED BY AT &T). Z Z SEE 3 p N 3 A OPTIONAL DOWN11LT ' ` SHEET .1° 7 • 5IaJ d BRACKET (FOR USE ONLY 2 ° 0 ANTENNA m z Z WHEN MECHANICAL PIPE MOUNT CO ♦D/ • DOWNTILT IS REQUIRED) k N o • 2 -3/B STEEL PIPE IV 4D '2 I _ 1 8' -O HIGH CORRUGATED FENCE W/ SLATS TO MATCH EXISTING FENCE O (PROVIDED BY CONTRACTOR). B' -0 POST TO POST TYPICAL SEE SHEETS A -4.3 & 5 -2. ,.:::: ,f,;, , ) 22.9" ° 8' HIGH CORRUGATED FENCE GATES W/ SLATS TO MATCH EXISTING FENCE (PROVIDED BY I ) . , I , 1 1 1/2 O.D. GALV. STEEL ,1 4a t D CONTRACTOR). AT &T SIGNAGE MOUNTED 10 GATE. LOCK PROVIDED BY AT &T. MOUNTING PIPE ° n SEE SHEET A -4.3 & 5 -2 & DETAIL 1I/A -5.1. •-�_ = �I I 11 PROPOSED AT &T ARGUS TE21 POWER CABINET (PROVIDED BY AT &T). I SEE DETAILS SHEET A-3.2. GALV STEEL MOUNT ANGLE DISTANCE - ■ 11.1gOF PIPE WITIT FACE H RF CONNECTORS N L.) COAX FOR ANTENNA MECH DOWNTILT ��; C °D (TYP OF 2) ° O 1 I \ \ I I I < m ' I ■ ADJ USTABLE ELECTRICAL COAXIAL CABLE (PROVIDED BY AT &T) TO ANTENNAS. ;r - -= CO 0 o s SEE COAX LENGTH SCHEDULE ON SHEET COAX '' W D_ a, O1 1s ' = ELEVATION DISTANCE TO FACE er g. DOWNTILT MECHANISM LENGTH SCHEDULE SEE ALSO RF -1 & RF -2. ,'� 0 m. 3 OF PIPE WITHOUT I I (RET) 1 PEDESTAL MOUNTED COAX ICE BRIDGE (PROVIDED BY CONTRACTOR). _. , '6 - -, C® �� _ ' OS � MECH DOWNTILT �..... 1.... 4]•C' .,, • ;)•� -Q_ SEE DETAIL 9/A -4.1. lb . Z _ NOTES: II % Q 4 ,, 1 ? p II . e o 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN . izi � �� $ ') PROPOSED AT &T UOLITY H -FRAME WITH 200A ELEC METER & TELCO PANEL (TELCO SKY PROVIDED BY MICROWAVE SHOT PER REDS. SEE SHEET E -2.2. AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE 12344,1 1 1 ° 'O 1 ° 2. SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR PLAN - BASE VIEW ® PROPOSED AT &T CPS /E911 COMBINED ANTENNA (PROVIDED BY AT &T). SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY SEE DETAIL 5/A -3.I. ..rm I ND DUAL POLE A -PANEL ANTENNA ' O PROPOSED AT &T ARGUS Te20b BATTERY BACKUP CABINET (PROVIDED BY AT &T). MODEL NO.: REFER TO RF SITE BUILD FORM SEE DETAIL 5/A -3.2. . CY: REFER TO RF SITE BUILD FORM ® PROPOSED AT &T VERTICAL STEEL LADDER FOR WINTER ACCESS TO ATRC �� 50.6 LBS. DOOR (PROVIDED BY CONTRACTOR) SEE DETAILS 3/A -4.8. GPS /E91 1 COMBINED ANTENNA RVIVAL• 124 MPH ANTENNA DETAIL NOT TO SCALE 5 24 j136" SCALE: 3/4 " =1' -0" 4 PACIFIC TELECOM SERVICES, 11 x17" SCALE: 3/8"4 - 1' - 0" LLC . 1 ( 1 I ') �•. , PROPOSED SHIPS LADDER (PROVIDED BY CONTRACTOR). HS Rawl /wan s_ 5'W14 450 I 1 , / V ® SEE OETAD. 1/A 8. Ph... (206) 142- tile. W104 9000 Fox: (MG) IO -8513 14,E i� PROPOSED AT &T RADIO EQUIPMENT CONCEALED � ' ��j ' *'� j \ 'DA o7_oe -oo I WITHIN A PROPOSED 10'X18' STEEL PLATFORM ® • ii 4 r \C-4 .'" SITE NOTES ELEVATED ON CONCRETE PIERS AND POSISTIONED WITHIN AN EXISTING CROWN CASTLE FENCED I I I'Bf� 0 . © 1. VERIFY ANTENNA RAD CENTER & AZIMUTHS WITH FINAL REDS (I.E., .DRAWN BY: JFO ' COMPOUND SURROUNDED BY EXISTING LANDSCAPING , 4 / SITE CONFIGURATION SHEET) FROM R.F. ENGINEER. \ 1 — �b& �;7 - -; ! ; f 1 j! : '.. Mf r / i 1 , i 1 . rd'i�1 ► 1j1� � � I r / . " 4 .L!b l +li l l!I P I d� � 4 1f I►le1 1 °� t 1. 1 ►� I i_ I' ?p . 1 ►,;4�1 ►,: I �■ .CHECKED BY: I1 EXISTING SPRINT 2. EXISTING MAIN COMPOUND GATE SHALL BE CAREFULLY REMOVED, RBH ' ` \ r �" L,(,,, 4 k' ' 7 1 N ► � ' ; 1, h(11li•1'"(aillt;►1►I�•'II•h1 EQUIPMENT REPAIRED AND RELOCATED TO NEW POSITION AS SHOWN ON �� B X "► �1 0'� 111 �I� ► . u 1r .0 i r l i • l ( l .: Wii� 1 e i . ! I�I i 1mL1�N�►I I 1 � ■�r 4.41.1•1►1►1►►I 1I 144 1 ' 1 1 ^1p 7 ii ■1 t ,1.1.4 1 I ARCHITECTURAL PLANS. REVISIONS 1 �% ■ �-t NI) i :.'0; 141 ► !ir4 �!1i1. 4 1 1�1i( 1 10 1 '!. ► / i • I II -'�,i4L ; TII.,i! 1I . e .V1 ! i i DATE DESCRIPTION WILL I ; i - 10 ► I ► 11 1 1 G \iy�i9,! 111, � a ► ► �i'�,' II I, / 'II�7`( I. iris , ►;1< l` If7I► U' X71 ' ► "1' ► „7r'• ►1; 1 /�'//' ►1'' ►1'/P 7�''1 '\ (' ; i " : 111°11111111 s11i4 1 1111'11.1i414'141 I . 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FRONT OF 1 \\\/I/ I I v t n 3 o C N '\ I I 0 6 3 923 WIDTH: 35.4° CLEARANCE: CABINET REAR 36" • I \ I I -� p m i z .- ■ o' ° o CLEARANCE: CABINET EACH SIDE 35.4" Op 1lSoo- N w O �ECTION A -q • o /e e W • CLEARANCE: CABINET FRONT 29.5" o - U % MAXIMUM CABINET IA ill a 30 YIFW WEIGHT: 790 LBS (359 KG) � �.\ ' - z 8 y A A \ 2' -11 s. • ■ � ■ 4.33" \��\ n z w \ —o o 26.77° ` \� � RF • a �I y x • iti 11. I= 0 41er� CABLE J \ \ \ \ \ a o BACK OF m� ENTR ® a �� "' 3 co m ro I I CABINET 4 � I , f ■ C® vi N ° m o ; �`..y z N E — ; m I I __- :r r' s i E < SC \ 0 N ai N N I I \ e e \ NOKIA ULTRASITE 1,....,..,„..;; 8 ") - - i — CABINET \ I — I e e ye 24.47 i 24. 47 " •'� �" � � � \ 24.47 26.60° / UMTS CABINET TOP VIEW pOTIDM VIFw ANCHOR FOOTPRINT \ --r'"' UMTS MOUNTING BASE UMTS EQUIPMENT SPECIFICATIONS ULTRASITE FRONT ELEVATION NOT TO SCALE 1 I NOT TO SCA 1 O NOT TO SCA 9 PACIFIC TELECOM SERVICES, LLC 660 M1 AMMO S.. 5,414 650 30.00° 540111.. WA. 08104 NOTE: "I • - NOKIA OUTDOOR ULTRASTE BTS DIMENSIONS °hmin (706) 54: -°0°0 row (206) 905 -8511 WLS & E911 EQUIPMENT TO BE INSTALLED r — _ "I y 7 \ WITHIN POWER OR AUXILIARY CABINET AS MANUFACTURER: NOKIA APPLICABLE. HEIGHT: 76.4" (DATE' D7-Da -oa O 9 w ce 0 D P, DEPTH: 29.5° DRAWN BY: O \ 0.75 ° 0 HOLE 0 ° ( JFO I N M WIDTH: 30.0" �� F OPENING ALL w MAXIMUM CABINET CHECKED BY: RBH � CORNERS ( I o_ v 30- (I 30• Ill--- WEIGHT (WITH UNITS): 845 LBS. [.::: � ______ , REVISIONS I Mill 24.10" , \ DAl[ DESCRIPTION RURAL 12 46 REV. A RNAL CO'S JFO J 0148.19 REV. ;, FINAL CO'S JFO 01 POWER CABINET MOUNTING 6 N 5 i4W dill NOT TO SCALE I '\ ,01 �i RICHARD B. HALL v t tS A `" 30.3" 1 f r o 24.4 s N N WA ' � SEA '� 80087 '% • y - WI= ! NI. •o NI: / OF (A" I 10 10 5" 5` 10 10 5 O 1. i SITE I ' CCAB�INET CABINET 2 1 WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD 22 22 ., ►� , TIGARD, OR 97223 °.. •o • • • •e 'fat L. \ , i ` 29.6° • 4 4 � �` 3 SHEET TREE i A ,, ��g EQUIPMENT DETAILS e ARGUS Te20b BATTERY CABINET ARGUS Te21 POWER CABINET ULTRASITE MOUNTING PLINTH 0 ULTRASITE EQUIPMENT ISOi SHEET NUMBER NOT TO SCALE 4 NOT TO SCALE 3 NOT TO SCALEI L NOT TO SCALE 1 A-3.2 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET v a► al . BATTERY BACK -UP CABINET NOKIA ULTRASITE FUTURE NOKIA � LUCENT UMTS POWER CABINET POWER CABINET / CABINET ' ULTRASITE CABINET CABINET U ■r • ■■ 10 n 3 0 r ri171 �• 4P •.1r v r , r. �. � v.. , .� � • ► I ■! p .r7 LI � } ►�Ir�• r�'Ir�'��1�n �' ■ ► '►Ii 0 10i $ 1 Ai►/i►Ii � w1.1.0 ■ I► 1 iNo(AVE .41i 0l� iAi i C Vii' • 41 : 1 ;11; j!: I 0 1 i` N;k4 1• . 5_.1 }010 �1 �� i � ► � to LUCENT UMTS O c� o to �I��;'►'_/ 1!' , jj1�� I %��sr" / l iv�Z i= �=i��wi n in�I�l�il �I',� ► e ! � �� r � ' ' CABINET p N Q UTILITY RACK I� 1►,, ►u , 1 j u/� 1 I v-ol• `I - 3 ►UV( 1 1. r� � K�• •N ► \ 1 1 1 1 r/ I' r 1 I INN n3 i .4!� ��/:4�P 1 .►.►� 1 , ► 1 j. ■ ■1,�,�.1lr iI' iN3V • • II �, ■ l r i 1 I,I .i.. ,d16 444,b::l.•.►e'L. ' I iuIAril0,ca_r,..i.J► hil J I� = = i:.-•-:_. 1'0, i161 �I� ► 4x44 1 UTILITY RACK QI0I4 ►I� 1.4 ► G IU4 - -. 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"■ •��}1•■••�III.■'1 11 4` ` l 1 y • • . ►►uU► , i ► /t ` , - FU I .o 1 31 4 Q . . , I l, ► D( ■ u■ UMTS CABINET r � ►j ►j}j`4 I � ►1 � ►1 1 1 e i•i ii 1 ► : ► 1lf � T j1 '1:7i , If' I r ; jiil'v l °i 1r 1 I p I• i . � I • !! •!, 1 I u1•n• I �I.,.ei > •:•:•s►aI ■ �I♦ F l j1it ►t ► /!►(!r t f ► 11 i �l1:1 ► d i Q! ► !�� %' FENCE & GATE SEE 1 '�I !'ili li l`i111 1 1►III(� � (a • !•lily 1 1 I Crigilf l .P.0 ►I n1 : �1b1�'i'►1i5Tli l . •► / 4 ., I QI I f 1 1 1 0 11 , i/,�lr ( r ► g , , ► J ∎U 1 / : 1 j " F / �► 1 1 • i • ) '',,",.i ►a / ul:lei a ;; 1 '�I�I 5 ! I 1 1,�1/i, HE! �I I S TRUCTURAL SHEETS .0 1 v ! l 1 P f I' • • ► ► � r b ►► I� P 1 Fi ►11 .:•, 1 i.'i►Ii/A14 I i l !Atli i ,!: i 45w rl' /11TH, ' 4-01111 11 1 ;44011 l 1111� . I; ► 5 1,to ✓/ ►111 fill b /i ►1i1 i 4 . ' I . I ' IIII 1�1 ► 1 1 ► • I.I ?414.'4 i li ( ii 1 41 1 I 0 / ‘ • ! it,A1 jc f.ra •. ►•1' - r•►, I r ir' �il /!. r ! 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It 1�i 1 •.. .n 8... . _ : e= _ . _1. � W . � � 1��111�1�611�11 •r�ri: r, •�\\�� x 1 r ■ O ? � "If 8a) ' : '' HDG STEEL PLATFORM .. \ Q ` I,_ (SEE STRUCTURAL l - ACCESS STAIRS (SEE /� HDG STEEL PLATFORM SHEETS) � � (SEE STRUCTURAL STRUCTURAL SHEETS) SHEETS) • EQUIPMENT PLATFORM SECTION LOOKING WES LECOM SERVICES. EQUIPMENT PLATFORM SOUTH ELEVATION 24 ° x36 ° SCALE: 1/2 ° =1' -0 1 1 24 ° x 3 8 ° SCALE 1/2 "001' -0° P ACIFIC TELECOM 11 ° x17 ° SCALE 1/4 =1' -O 11 SCALE: 1/4 " =1' -o" WI •re A.°,°. 9. S.6. 650 5.864. WA. ■6108 ph ., (208) 542-9000 r® (206) 903 -ISIS 1, • HDG STEEL I GRATING THROUGHOUT 1' 2' -6 2' -6' 2' -6" 2' -6" 2' -6" 2' - I // !DATE I „r rr "„ ! ...9.., r. "rr 9, IU• , , ", , "r,r m 99, r "9 . "444,4 �,,, m -08-06 BATTERY BACK - UP CABINET o 1111111 Ii i llillll Illli � 111111 I II II Illilllli� 1111 1 111111 I II 111!111 I IIIIIIIIIIOIl Yl ililllllillll II III III IIIIIIIIIII Ilillll j I ° i1111i111111]IIIIi�IIIIIiiiii Iliiiii Ill: i iiiiiii I JL. I,. \l.. . iumiiminm ,.LW J,,, JIB., IJ. milm I, ,, . nLu ., ll.,, ii. I• ._►.. iiiii ,.,, 1n .1,�.L...,.,. NOKIA ULTRASITE eC ill Nuuuuwnuniunuulcan.unmun9umrnnuumnmunnuunuunnwnunmm�mumnmur. aiuuwmwnmwmuuuwuumnn, e: w_ mu1' q, dill{ lllll111111III ]II111111IIIWIII1111111 DRAWN BY: CABINET �':"` ��1I11111ii ■■ �::' T i _ !:7 tc�11 / ,F° I I r^ LUCENT UMTS • ° I911�III�IIII�I I �_ i111Li'! ■ CABINET `•• UTURE IIII BATTERY NO (CCKED BY,,, 101 44 01.011/•1•(• Ii► a 0 POWER NOKIA - RBI( • 1 I/ I/ �• • • ►•►; 1 u r d '� BACK -UP ULTRE UTAE 4'4 p•P11.11'/l U / ► .1 i I CABINET UTRASIT UITE i ►1.4 ► ►44 o I� 1• •i / CABINET CAB AI ° � ►� ► I,j,1`l,l(d! •', N IIII ABINET 1 4 0111 •bd � • - 1 - :e. ^ ^�:= UTILITY RACK Try • ' f i REVISIONS • 4∎II0.0+4.4.5101 1 .4.44o - 0111;r+ n _'••+I• a - 1i r 1 1.4 4 • •' /' 1► u 1 1 1 4 7� 11111 ► r r . •nr — 1nr ■r �� WE OESCRwnDN wmu [OttI IAIMI o/ > ( � i•1 11 44111 a�- ` 4.4. 1 • 1 • 1�11 • � . � 11 1 ► 1i ► 1i4• , I I III I ! i i - I2-06-03 REV. FINAL cos JFo O 44 • Ii I ►1 0 1 11 -41 1 • 1 4 i 1 1 . .11 � It . Q1 . 1! III 1' 1111 I /I_ = / 111114, ACCESS STAIR 046-03 ,�, , cos Apo 4 1 4 1.1. Y4.1••1 I U1 I r• / _ _ 1 4 .0.0: : i A l 0. ■►� (i1r 1 4711.1. • • Ce ■� �� / I _■ = IIIII I IIIIII : S EE ,1LU ■n4:4.4:►:11 Il u I [• •! STRUCTURAL d�, _ 1��■■�In�11l•u 0 � _ _ IIIII�III �III�I ) 4� `�[ i4�i��1� ►1i ► j ■ h 1. ► ► Ii r / _ 1 SH EETS n1 ( 1 . 1 i••U 1 ►4 r 1• I I I - l - _ 1414.: ( 1 1! ! iii1I! 4 : 0 O"$.1 g 4 j l ll a : — — —____ . �i h II I III IIII (4./ � � 11�� 1 11 STRUCT SHEETS) I L - - - I - I�nl I� / �RICHARD BHALL 1 oa - -- i II[ i 0 1 1. ' _ N S ' ■ - 110 4 i 1 4.11.111.1• UI 4• •d 1P1► 1�,� • 134' • II ► O 1�1� 4' )►•D 41.4• / 1 PLATFORM (SEE S -1) 1 FUTURE I , =.1 LUCENT In - i� 0 i ;1 0 11 1••I 1 4•�/134 4 i•1 1 1 440 0 Is S _ il�i� ►j Ilj''l ► / / 1 1�.� l LUCENT UMTS • • • r► 44 1 / i ►'!1'i ►0401 0 .1!1! „ I UMTS I CABINET i IIIIIII • ° t/► SEA ■ ,WA 4104 j3 t' ! M 1R i i :i!i ∎ i!!III�a ol it ACCESS STAIRS (SEE E I :w ; . •x11 N >' 5008 STRUCTURAL SHEETS) / II 0 • = . L _ �� I II I ° CABINET I I I II I I I °� I�I �i IiI ��F o � I ��uu - 1 1 1 1 1 1 11 [ Inu I�III UTILITY RACK _ I ......._ J SITE . •.--•..„,,,................................... I / PW11 I I ` / I 1 -4" WASHINGTON SQUARE L _ _ . _ _ _ — _ _ _ _ • _ J 9585 SW WASHINGTON SQUARE RD HDG STEEL PLATFORM 18' TIGARD, OR 97223 (SEE STRUCTURAL 0_ / PLATFORM / SHEETS) SHEET TITLE CONSTRUCTION DETAILS EQUIPMENT PLATFORM SECTION LOOKING EAST EQUIPMENT PLATFORM PLAN SHEET NUMBER 24 "x36" SCALE: 1/2 "=1' -0° 3 24 ° x36 ° SCALE: 1/2 =1' -0° 1 A - 4 11 °x17" SCALE: 1,/4 ° =1 -0 11"x17 SCALE: 1/4 ° -1' -0 " NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • a) 9_ a1 . n Cl EQUIPMENT CABINET M 3 m INI 06 O 00113 Z w EQUIPMENT STEEL PLINTH N PER MFR a SADDLE CUP BY 1/4 "0 BOLT, MIN. 111 re • J 4 ° 0 SS THRU BOLT (SEE w GRATING MFR. OF 2 PER SIDE BOLTING PATTERN 11 /A-4) ' N n PER SECTION i `'' . 1 STEEL GRATING GRATING PER PLAN / % / / �i i i STEEL BEAM il■ 'i? % c rn Tar PER Si ; u a I 1 , ° na - � t C® W 3 W -BEAM (SEE STRUCT) y'1P c ! ...tea n EQUIPMENT PLINTH SECTION • NO USED 1 3 GRATING CONNECTION � � � NOT TO SCALE 1 5 NOT TO SCALE 9 PACIFIC TELECOM SERVICES, LLC 366 Ma Aanw 3.. 6.0. 930 6.0111.. WA- 96104 Phan.: (706) 347 -9000 10e (3116) 903 -6313 [DATE: 07 (DRAWN BY: Jo I 7y / / CABINET SUB -BASE (SEE PROPOSED EQUIPMENT CABINET / 14/A -4.1) FENCE FENCE) (SEE (CHECKED BY: RBH I 7, /y STRUCT I/ /A 1 1/2" STEEL GRATING BOLTED TO REVISIONS /// R PROPOSED WIDE FLANGE (SEE STRUCTURAL) DESCRIPTION 71 1rV ( /// / / / / / / / / / / / / / / / / / / / / / / / / / / / /// . , FINL MIME �FlNAL MS JFO . 01-01-09 _ REV. FOUL CO'S JFO UTILITY CONDUITS SHALL' HANG HDG STEEL FRAMING (SEE STRUCTURAL R .� FROM GRATING rfh EQUIPMENT TT++'' G 3 `S • • • ® • ® I • • • V • i • • • ® • • I • • • • • • • • • • • ® • • • • I I (SEE STRUCT) �. RICHARD B. HALL l ' yi. , • 1CL,CL --- 'i cp., SEA , WA 1 .9 5008 THRU BOLTS (SEE STRUCT) ACCESS STAIRS OF (SEE STRUCT) SITE PWI1 WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD �- n� TIGARD, OR 97223 _ 1 1 I SHEET TTItE CONSTRUCTION DETAILS PLATFORM MOUNTING SECTION SHEET NUMBER 24 SCALE 3"m1 :-0' 1 A - 4. . 1 11x1 SCALE: 1 1 /2 " =1' -0' NOT FOR CONSTRUCTION UNLESS LAMED AS CONSTRUCTION SET • REGENT 300W HALOGEN LIGHT ~ I (MODEL II QF300W) > D 1 H.D.G. STEEL PIPE LL n 3 ro 1111 CAPS (TYP. OF 2) T �. O 0001 W 3 ZNa / \ PIPE TO PIPE MOUNT • = 9 W r. F FOR GPS /E911 DOWNLINK I CO O m z °z � ANTENNA MOUNTING W/ (2) X� " 0 U -BOLTS N 0 co kJ o SUPPORT PIPE GALVANIZED CONDUIT /MOUNT FOR ° I HALOGEN LIGHT SHALL iv 2 BE FASTENED TO of (i OPPOSITE SIDE OF BIAS Y I ' FILTER SUPPORT PIPE u.. DOWN TO GRADE ' 0 r z J L o° �� \� \�� C Y m I N - E ) :a ° a o NOTES; 8( � a � ° --_�1 HR TIMER/GFI "�`�( '� ° I I 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF �..._o 1 _- C ® 3 m RECEPTACLE (MAY ° OPTIONALLY BE PLACED 0 ON UTILITY RACK) � r y ° SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES `` E ° EXCEEDING 25% OF THE SURFACE AREA OF A 0 3 HEMISPHERE AROUND THE GPS ANTENNA. V �`A Zd w 2. ALL GPS ANTENNA LOCATIONS MUST BF ABLE TO RECEIVE .4..14]; X11 8 fi m ° CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL SUPPORT PIPE ;� LOCATION OF GPS ANTENNA. a NOT USEITI COAX & UTILITY LIGHT SUPPORT GPS /E911 ANTENNA MOUNT 24")06 SCALE: 1 O ;4°)013* SCALE: 1 "m1 g PACIFIC TELECOM SERVICES, 11 ° x17 SCALE: 1/2 " =1' -0 11 x17 SCALE: 1/2 ° =1' -O" LLC 568 6b.1 •..°w S.. 5v0. 650 SACK MIX) ;. S.dev. WO. 98106 Pho.. (206) 342 -9000 l (706) 983 -6513 8 ° 0 HDG STL PLATE WI HOLES FOR ANCHORING 4 ° OD HOT DIP GALV STEEL POST (DATE I .. 7 3" ID HDG SUPPORT PIPES 1 . s-oe W/ GALV METAL CAP 8' -0" AGL CLEAR Y a " (DRAWN BY: CFO _ BENEATH ICE BRIDGE ' 0 / . '4 _ _ ..F., I I ( CHECKED BY: I !1t RBH 6) #4 (MIN.) I " '�� - - 0 VERT � TWO POST WAVEGUIDE BRIDGE n 0 I REVISIONS KIT (Mm MODEL lu are ufscwrno" wnuL #WB-K210-S OR EQUAL) r I REV. REVISIONS FINAL CD'S JFO %"� EXP BOLTS W/ mom REV.�FINAL CD•S JFO OPTIONAL DIRECT EXP _ __ DIRECTION OF UNISTR ® 4X" EMBEDMENT 4 El l BOLT TO EXISTING � TYP PER SUPPORT d�C�� r 3 TIES ®6 O.C. FOUNDATION i' I `�� 4"x10 ° 04" HDG STL PLATE SEE 12/A -4.1 5 `r a \ W/ HOLES FOR ANCHORING FOR • GPS /E911 v RICHARD B. HALL • COMBINED ` // • 18"0 FOUNDATION `" �'a 0x10 ANCHOR BOLT W/ 2 FOUNDATION PLAN ' 1 DOWNLINK i � EXPOSURE ABOVE TOP OF PIER ANTENNA & • �` c • , \ \ (OPT IONAL PIER SOLUTION) HALOGEN LIGHT HT SEA , WA , p \ DETAIL 5008 _ j a � I r �' 1 , %4 EXP BOLTS W/ 4 X I , I EMBEDMENT 2 TYP PER ® � � OPTOINAL DIRECT BURIED IN I \ I SUPPORT (SLAB SOLUTION) OF 48" DEEP CONCRETE MIX I (2400 PSI -5 7¢ r -,_ I L , , 1 HR TIMER SITE �c+ / SWITCH & GFI SITE / 0 DUBLEX OUTLET S UPPORT RACK SE �p6� v 0 / I WASHINGTON SQUARE 4'1 1 •• \ (SEE ENLARGE[ ` •TAIL) 9585 SW WASHINGTON SQUARE RD • - J I � ` 10 , � 11GARD, OR 97223 .I •t ••• ��\ // 1' -6" DIA FOOTING >' _. ��t _ "'... SOWf10N (WHERE ■ il a _ _ J SHEET TITLE APPLICABLE) CONSTRUCTION DETAILS DIRECTION OF UNISTRUT \ y j 3 OPTION ICE BRIDGE DETAIL COAX SUPPORT RACK SHEET NUMBER NOT TO SCALE 3 NOT TO SCALE IT A - 4 • 2 • NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • a! CD 4 ° 0 HDG STEEL 3Y1 ° 0 HDG STEEL Al /4 ° x 8°x 8 HOG Al /4 ° x 8 "x 8 HDG a N PIPE FILLET WELDED PIPE FILLET WELDED TO BASE PLATE STEEL PLATE TO BASE PLATE STEEL PLATE ro 3 0 CO EXPANSION BOLTED EXPANSION BOLTED �( ` (Dom 0 0 TO 8 CONC SLAB 0 0 TO 8" CONC SLAB w 9 z 3 (4) 5/8 "0 EXP .. OR RETAINING WALL (4) 5/8 "0 EXP OR RETAINING WALL BOLT W/ 3)4" ) BOLT W/ 314" 0 m z i EMBEDMENT 1 ' Y4 , EMBEDMENT 410, _ c3.- (RAWL POWER (RAWL POWER / Ya . LIB BOLT OR HILT1 (7 ``. BOLT OR HILTI * 0 KWIK BOLT II) KWIK BOLT II) EQUIPMENT PLATFORM EQUIPMENT PLATFORM NOT USED 13 I)))) 4 "0 HDG STEEL 1/4 ° x 8 8 HDG 4 "0 HDG STEEL 1/4 ° x 8 "x 8° HDG STEEL PLATE PIPE FILLET WELDED PIPE FILLET WELDED STEEL PLATE TO BASE PLATE EXPANSION BOLTED TO BASE PLATE EXPANSION BOLTED TO 8 CONC SLAB TO 8 CONC SLAB I \I- N w DD OR RETAINING WALL I it C DD (4) 5/8 "0 EXP (4) 5/8 °0 EXP OR RETAINING WALL '� � p � BOLT W/ 314" " I Y4 BOLT W/ 3 h" r, I y. �� - a s o rn EMBEDMENT EMBEDMENT ►2, u n a • R AWL POWER. f ... C ® IX (RAWL POWER (RAWL BOLT OR HILTI _ BOLT OR HILTI i_�_ KWIK BOLT II) MI KWIK BOLT II) .1 'g ` o z 1, a sc STEEL STEEL '1 \ �� I; `r e PLATFORM PLATFORM . . r 4' MOUNTING PLATE DETAIL NOT USED NOT USED 24"x36" . SCALE: ;;4 : =s 11 10 NOT TO SCALE 1 3 PACIFIC TELECOM SERVICES, 500 first AVM!. 5.. SW!. 650 SwIW. •A. 90104 FENCE NOTES; Phone- (200) 342 -9000 r.= (206) 903 -6513 6' HIGH GATE FENCE NOTES: 1 END OR CORNER POST, 4" O.D. 6 TENSION WIRE 6 GA. GALV. 3 1/2° O.D. STD. PIPE O O © CORNERS, ANCHORS, & ENDS. AU. MATERIALS TO STD. PIPE UNE POST -3 1 2° 1. A COIL SPRING STEEL WIRE. / Q 1/8 °x3/4° STRETCHER BANDS ® 12° OC BE SCHEDULE 40 Q LINE POST, 3 1/2" O.D. STD. PIPE O.C. 'DATE: 07 -08-08 CORNER POST -4" GALVANIZED PIPE O3 TENSION BAR, 1/4 "x3/4" 8 GALV. BARBED WIRE 4 -POINT x NO. 12 GA. GATE POST -3 1/2 TOP RAIL -3 1/2" 2. CHAIN UNK FABRIC 3/8" STEEL TRUSS ROD W/ p EXTENSION EYE LOOP 'DRAWN BY: J,ti TO BE 9 GAUGE ®TIGHTNER AT ALL CORNERS. itil NO. 9 GA. TIE WIRE ® 14" ANCHOR ENDS & GATE POSTS. O5 3 1/2" O.D. STD. PIPE TOP RAIL AI 2" MESH x N0. 9 GA. GALV. 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SHEET TITLE 111►1►1► 1 P44 ` I /AN' 0 ►' ►1 i ! /.,....,�.►, �►'/ • • ►�P+ ►411 — ► 1 ►►I�+ 4 V 4 ►1'�'• j•j�j�j ji�1� ►� 041 I ► /1 ►I ►4 ►Q� � 1►1►'1► +1',1 1 i1 ►4/•1►4v11 i IIIN►! •••••••'►+ ► � CONSTRUCTION DETAILS 11111 ► � ►1 • �� - y��, 1 � 1 � 1 �. � ► � p • • • ► ► ► r t ► ► 0 0 1 ■ ��► 1� ►� ►:� ►1��1� ■I�I�I�li� ►� *j� 4 . 0. j1 �i� Al 0.1 ►c►0 1.11.1 1'+1'+. .__I, ,1 !.. ∎1 �I. 1 ► .; �_'�� • � IL.�, a' ►� .. F EN CE DETAIL SHEET NUMBER GATE DETAIL A 241(3r SCALE: 1/,2 " =1' -0 3 24 "x38° SCALE: 3/4� 1 -0" I /.� 11 x17° SCALE: 1 4 ° =1' -0 11 "x17" SCALE: 3/8 =1 -0 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • -o METAL STRAP TYP TO PROVIDE TOBCONTRACTOR 3 0 ( ) JUMPER TO ANTENNA > o o m Q , r o ■q ANTENNA ANTENNA ANT °ni mz° z TMA GROUND SCREW [E] MONOPOLE n o • RF CONNECTORS to w o BTS o GROUND WIRE TO I (TYP) iv ,, OTES: MOUNTING � ANTENNA GROUND BAR = N PIPE (TYP) (SEE NOTE 2) EE ill PER 1. TWA IS A WEATHERPROOFED ��, JUM MA N I - ENCLOSURE RATED TO IP65. 2. BOND TMA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND LIRE. FRONT VIFW COAX � I 3. PROVIDE SUFFICIENT LENGTH OF J M E _ r „ 1.....11 TO ALLOW FOR PROPER JUMPER TO � ` � .'' �� APPUCATION OF WEATHER PROOFING AT ANTENNA RET (REMOTE RET (REMOTE ;I 'I C W m ANTENNA AND TMA CONNECTIONS. It 4. IF POSSIBLE, TMA SHALL BE MOUNTED ELECTRICAL TILT) ELECTRICAL TILT) PLAN ;� ��` I; G a ° o 2,3, BEHIND ANTENNA TO MINIMIZE WIND ■ru- ' METAL STRAP SYSTEM SYSTEM � , LOADING ON STRUCTURE. I I I SUBCONTRACTOR 5. TMA SHALL BE MOUNTED VERTICALLY. A TO N PROVIDE (TYP) VALMONT MICROFLECT SRI- BRACKET. __i� J E � PART #81829 OR APPROVED EQUAL ` � � O -s . TMA MOUN MOUNTING SIDE FRONT it ` •1l E z E a GROUND WIRE PIPE (TYP) ''\ �� 8 g R TO ANTENNA I � ` GROUND BAR • IN JUMPER TO MAIN COAX SIDE VIEW r TMA DETAIL RET SYSTEM TRI- BRACKET DETAIL NOT TO SCALE 11 NOT TO SCALE 1 0 NOT TO SCALE 9 PACIFIC TELECOM SERVICES. LLC 565 R,.1 Awlu.. S.. 5.12. 650 Swel.• WA. 9510A P.n.: (206) 342 -9500 2a.: (206) 905 -5516 9" / : * , , I. ANTENNA PIPE MOUNT (DATE 07 1, /7=o° 'DRAWN BY: JFO I OPTIONAL LOCATION OF TMA, (CHECKED BY: Rex I AS PER SITE CONDTIIONS ANTENNA PIPE MOUNT. REVISIONS VALMONT MICROFLECT PART DM OF3CRIPIION DIM AL N I' #61001 OR APPROVED EQUAL 19 -041 REV. FINAL Cos JFO • I 01-03-09 REV FINAL cos JFO ANTENNA AS PER �A�D ANTENNA SCHEDULE ` -.0 1 1 ` 4 A % "� VA SECTOR ADAPTER KIT. v CHARD B. HALL'' �/ i� VALMONT MONT MICROFLECT PART . • #81865 OR APPROVED EQUAL �' ANTENNA PIPE MOUNT , �, � • i O� (—)00 PRIMARY TMA POSITION .0— ! )r' - j N SEA WA v 5008 3" ' �-.;•0"--111141.) � OF (f . _1I� I I11 RET (REMOTE ELECTRICAL TILT) VALMONT MICROFLECT SITE MECHANICAL SPECIFICATIONS. I I SYSTEM (SEE 10/A -5) TRI-BRACKET. PART #61831 PW11 Ili OR APPROVED EQUAL WASHINGTON SQUARE DIMENSIONS: 1 2 "x9"x3" (365x176x68mm) 9585 SW WASHINGTON SQUARE RD WEIGHT 14.1 Ibe (6.4kg) COAX TO JUMPER TIGARD, OR 97223 KIT, GROUNDING iQF OMB C O METS SHEET TITLE CONSTRUCTION DETAILS POWERWAVE TMA DETAIL - ATTACHMENT? ANTENNA PIPE MOUNT DETAIL SHEET NUMBER N OT TO SCALE 24 ° x38" SCALE: 3,4 "e1� -o;l J NOT TO SCALE 1 A — 5 11 "x17" SCALE: 31 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • NQIE 1. FOR AT &T LOGO SEE AT &T LOGO DESIGN 1•-4" d SPECIFICATIONS (PROVIDED BY AT &T) / j 11" 1 -2" 1" 2. ALL TEXT FONT IS ARIAL U.N.O. / / / 3. CONTRACTOR TO PROCURE FCC NO. FROM 1i" 118" 1 CI AT &T COMPLIANCE MANAGER / / �,} 5 g / / VW 16 i 3 8 PH: (425) 580 -8660 I / ' / 3 z N a 1/8" WIDE STRIPE 4J u. 9 n \ \ ! � � �- -�\\ \ co mZ \ "X O I mw ‘ , Cs/ • \ / .--...,..,-...,._ - a 8 3/16 "0 SS THROUGH 130L w/ 3 "4 _ __ __ __ \•:,,, ,_� —__ . SS WASHER OTHERSIDE, ( PLACES ,,. Yo r world. Deliver , \ . i )) )j - -_ - - -_ - - — -- --- --- B g AD10LEC UONSFACILID' - - -- - -. - - - — -- 1 � - -------- — -------- a0 /AA INGI SQuAR� — — — \ °0 7/16° 5/8 � co ; o� _ x a - ------------------ - - - - - N 11 — — — — — Nil " "Z4 --= (p o — __-------- BTA3513 lC QLKI■I 6_5__ -. _ _ NILG_51$ __WP2YS8(Z_ - - - - - _- ` °� ° mg - - - / \ S.fll1LT/1(`T PH' �OD•IC -K / _ —. \ ��.._. ' 8 PI R O N..."--1/4" ) 1 O \ , -, _ �J uyoo NOTE: 1. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND FABRIC FENCE � �� NUMBER AS PER AT &T CONSTRUCTION MANAGER RECOMMENDATIONS APPUCATION 2. CABINET MOUNTING APPUCATION REQUIRES ADHERING PLATE TO FACE AT &T SIGNAGE DETAIL NOT USED NOT USED OF CABINET WITH WATERPROOF POLYURETHANE ADHESIVE NOT TO SCALE 1 1 1 0 9 PACIFIC TELECOM SERVICES, LLC 666 rest ♦."1u. 5. %At. 650 50664. WA. 96104 Pe... (706) 347 -9000 r..: (706) 963 -6613 NOTE: MOUNT DETAIL IS TYPICAL OF EMS PROVIDED ANTENNA ATTACHMENT. NOTES (DATE: REFER TO RADIO PLAN FOR SPECIFIC 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA 07 - 08 - 08 ANTENNA INFORMATION. MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. ' SECURE USING 1/2 INCH HARDWARE PROVIDED. (DRAWN BY: JF0 • I 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH © 0 0 HARDWARE PROVIDED. (CHECKED BY: 0811 I 3 THE NUMBER OF CONNECTORS WILL VARY BASED ON 0 ^ ANTENNA TYPE. � % ''' REVISIONS `1. PARTS: DATE DESCRIPTION ORM Item QTY PN Description REV. FINAL CD 'S JFo I CD JFO /1 •.'",: 11-01-03 11 x 1 0 1 602355 -6 Adaptor, Pole, Lower 0 10 Q 1 601542 -2 Bracket, Downtilt, Pole n 11-01-03 a m REV. � FINAL 1 30 1 601543 -1 Bracket, Downtilt, Antenna 4 ( © ® 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt 417 RICHARD B. HALL TA i 50 4 572000S15SFP 1/2 Split Washer 0 % © 2 571000HH2O32SFP 5/16 X 1 Hex Head Bolt 70 2 572000S13SFP 5/16 Split Washer N`T'4 5008 W 4. OF SITE PW11 PANEL ANTENNA (TYP) 9585 SW WASHINGTON WASHINGTON SQUARE RD JP' �� • • y am SEE DETAIL 4/A -3.1 TIGARD, OR 97223 VALMONT M CRR SHE l i OFFLECT PART ET Tfi �, �� O #81001 OR APPROVED EQUAL CONSTRUCTION D DETAILS ANTENNA ATTACHMENT DETAIL 3 NOT USEDLL SHEET NUMBER A- 5.1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET Ti a> • r ♦ > 0 1. SIGNS & PLACEMENT N OTICE a N INSTALLATION VIEW A. LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITE 06 O o PI ENTRY /ACCESS POINTS ONLY: 3 _ 9 n 3 INS NOTES: ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF . > W d co I . CONTRACTOR SHALL PULL COAX CABLES THROUGH CONDUIT EXIT SEAL HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED O m z 2 CONDUIT. �� BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY >- V N o 2. CONTRACTOR SHALL BRING H- SERIES SEAL ` �� FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION t 0� ' ADJACENT TO COAX CABLES AND CREW METAL PLATES FROM ASSEMg Y �� . . MANAGER OR QC SUPERVISOR 3. CONTRACTOR SHALL REMOVE CENTER CORE FROM �‘ ::: . ,. .... , ROXTEC GASKET ASSEMBLY AND CONTINUE PUWNG 1 WA TER TANKS: PLACE SIGNS ON COMPOUND GATE ' ) AWAY EACH CIRCULAR RUBBER LAYER AWAY FROM ��- ASSEMBLY UNTIL OPENING FITS DIAMETER OF COAX. AT &T -OWNED SITES: PLACE ONE SIGN ON SITE GATE 4. CONTRACTOR SHALL REPEAT ITEM 3 FOR ALL COAX I `'� I CABLES AND REASSEMBLE RUBBER GASKET AROUND ALL THREE BY COMBINING STEEL PLATES AND I SCREWING PLATES TOGETHER (LEAVE APPROXIMATELY ' 1mm OF SPACE IN COMPRESSION RING SUCH THAT I I \\\\� C • m WHEN COMPRESSION OCCURS IT WILL CREATE A I •I 1 �I∎ 0 x m TIGHT SEAL). 6 ' a o m 5. PRIOR TO FULL ASSEMBLY. CONTRACTOR SHALL I • I : : : :: ' �p LIGHTLY LUBRICATE BOTH COAX CABLES AND INSIDE 6 "i COAX CONDUIT =a.__ l!£'J4 U re 'A SURFACES OF RUBBER GASKET COMPRESSION RINGS lb 0 WITH MANUFACTURE SPECIFIED LUBRICANT. bo .. ..= C ® o D -. 6. PRIOR TO FINAL TIGHTENING OF BOLTED Beyond this point you are it -' E CONNECTIONS. CONTRACTOR SHALL INSERT SEAL ; I ' 1 E ASSEMBLY INTO PVC CONDUIT NEAR OPENING. enterin an area where RF P 7. CONTRACTOR SHALL PROCEED TO TIGHTEN BOLTED `\ �` .- CONNECTIONS UNTIL SEAL ASSEMBLY IS TIGHTLY .missions may exceed the FCC FITTED WITHIN CONDUIT (CONTRACTOR SHALL General Population Exposure CONFIRM THERE ARE NO GAPS IN- BETWEEN SEALS). Limits 8. INSTALLATION NOTES ALSO APPLY TO COAX CABLES EXITING CABINETS AND COAX PORTS. Follow all posted signs and site guidelines for working in an RF environment Ref: FCC47CFR 1.137(b) AT &T Walesa ! I PACIFIC TELECOM SERVICES. LLC RoxTE[ INTERNATIONAL AB B HIGH LEVEL (RED) WARNING SIGNS - PLACE AT ALL r \ 668 R'"' A """ S. S.U. 650 Seel, WA. 96mA 6m 3Y 641111d,w,... ANTENNA SECTORS WHERE ACCESS BY THE GENERAL f9,ma (206) 342-9000 rear (306) 003 -8513 MAIRSISON 3A".6AHIRO 028 -54 MM PUBLIC TO THE ANTENNAS IS POSSIBLE: ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS CA U T I 0 N B1 Roxtec STEEL ZIP TIES OR STAINLESS TECH SCREWS 'DAM: - I ■ ' 07-013-08 I I ` wl ' 1 1 H SEAL a I, I1" .`' i Z �� .�� .I (DRAWN BY: 00 H3- 150/3X128 - 541/20 f1L RBH t�'- r� (CHECKED BY: I t 2. GC PARTICIPATION IN SIGN LOCATION REVISIONS w � dP4 i.1 It WITH ALL CC'S TO OUTLINE CRITERIA FOR DAM DFSCRIPfIDR DOftLL 4) _1 1 1 CM WILL MEET W SIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA' REV. FINAL CO 'S 3Fo �� 1 � (_ 0 40 REV.�i7NAE CD .0'0 / f SITES, WHERE SIGN PLACEMENT IS P ARTICULAR L Y y.,� 1 t , + �r { � ■ ■ :' � / CHALLENGING - WE WILL GIVE CC'S AS MUCH GUIDANCE ® ON SPECIFIC SITUATIONS AS WE CAN FORESEE. BUT CC'S ® WILL BE ENCOURAGED TO PARTNER CM OR QC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE 2 , VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS ,,, �� u i s CC W ILL CALL OUT SIGN LOCATION(S) AT THE A&E WALK �i • �/ 4, I FOR EAC SITE AS THOSE OCCUR � , , Beyond this point you are rn� SEA , , wa co . _ ON SITES WITH EXISTING A&E BUT NO YET 5008 w' t^ �1 CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN A entering a controlled area where ' 'Q, �� 4y� �I' REASONABLE TIME FRAME TBD) A DETAIL FOR SIGN RF Emissions exceed the FCC OF �` , • PLACEMENT THAT WILL BE SLIP - SHEETED INTO EXISTING SETS Controlled Exposure Limits 4° [5.00] i° [20.00] 3. SIGN DISBURSEMENT FROM WAREHOUSE SW11 Failure to obey all posted signs and WASHINGTON SQUARE 6 [152.40] SIGNS WILL BE IN STACK AT KENT WAREHOUSE Site uidelines Could result in serious TO BE DISBURSED AS PART OF THE GC BOM AS CALLED 9 9585 SW WASHINGTON SQUARE RD OUT IN A&E DRAWINGS FOR EACH SITE injury 11GARD, OR 97223 1i" [30.00] . • 1 SHEET TITLE P LAN VIEW SIDE VIEW ` Ref: FCC 47cfr 1.137(b) AT &T Wireless l CONSTRUCTION DETAILS COAX CONDUIT EXIT SEAL RF NOTICE & CAUTION SIGNAGE SHEET NUMBER NOT TO SCALE 3 NOT TO SCALE 1 A - 5 • 2 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET v a� a_ PROPOSED AT &T ANTENNA d PROPOSED FRP SHROUD (SEE DETAIL ON SHEET T 3/A -3.1) EXISTING MONOPOLE NOT p SHOWN FOR CLARITY } a ANTENNA PIPE MOUNT. _ PROPOSED FRP `p o o 6°) VALMONT MICROFLECT PART / . SHROUD ASSEMBLY ° Z N a #81001 OR APPROVED EQUAL \ L . n 3 PROPOSED FRP ` — / / PROPOSED FRP SHROUD T CO p m z a �- 0.- O SHROUD ASSEMBLY * TRI- SECTOR ADAPTER KIT. V c � w � )))) VALM MICROFLECT PART I • #81865 OR APPROVED EQUAL EXISTING MONOPOLE rely VALMONT MICROFLECT \ , I) �.� V �� TRI- BRACKET. PART �• I - 7.00,7„.. �#801068 OR APPROVED �� % 1; EQUAL l '. i '7 \ . co Ok■- z 614 .. 0.. . :L. v c_oi,-, - 111 NilrlY ‘' . (*II ' ,SMIttal M 0= .f ' ______. J \ I Ill-- \ : ,i_..vli *4 q$,6,4 .,.H8 ,9) R , i-i-villiiie., T e30 A,. S ATENNA SHROUD MOUTING PLAN 24 ° x38 ° SCALE: 3/4 ° =1 -0 1 1 , I ' PACIFIC TELECOM SERVICES, 11 °x17° SCALE: 3/8 ° =1' -0° ,/ 4 6 ae itrsl S .. all. i _ - 98101 SINN YL _ - - Phone. (206) N7 -9000 row MO 603-11313 � _ u, PROPOSED AT &T ANTENNA \ , ∎ 77-7— (SEE E)AIL ON SHEET ..` `I 1144 ( DATE: 07 I F a ai �� DRAWN BY: IFo ANTENNA PIPE MOUNT. ( J VALMONT MICROFLECT PART #81001 OR APPROVED EQUAL , _ _ _ _ - - - - - - (CHECKED BY: RBH - --- - TRI- SECTOR ADAPTER KIT. / 11'4°— P ROPOSED AT &T ANTENNA REVISIONS VALMONT MICROFLECT PART ,� (SEE DETAIL ON SHEET DATE Dese1EP50N MLR. #81865 OR APPROVED EQUAL , 3/A -3.1) 31-00-01 REV• FINAL CD'S JFO 01-0340 REV. ANAL CD'S JFO VALMONT MICROFLECT Ag // TRI- SECTOR ADAPTER KIT. TRI- BRACKET. PART ,. G #801088 OR APPROVED #81865T OR APPROVED PART EQUAL ./ ' X61865 OR APPROVED EQUAL x, RICHARD B. HA LL tt% 7. _ � . J II // AANTENN7 PIPE ICROFLECT PART '/ ° S - 111: // #B1001 OR APPROVED EQUAL � a =te SEA ' YVA • r .r 5008 Cr I�� , VALMONT MICROFLECT 4 O & � . '� ' ' / TRI- BRACKET. PART PROPOSED FRP SHROUD #801068 OR APPROVED EQUAL SITE C I PW11 WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD PROPOSED FRP EXISTING MONOPOLE TIGARD, OR 97223 SHROUD ASSEMBLY I I SHEET TITLE EXISTING MONOPOLE • CONSTRUCTION DETAILS ANTENNA SHROUD MOUNTING ELEVATION 3 ANTENNA SHROUD MOUNTING DETAIL SHEET NUMBER 11 x17° SCALE: 3 /8 ::�:_8e NOT T O SCALE 1 A-5.3 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET CABLE MARKING TAGS as TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH y A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. .i? . THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS 5 TABLE ° . THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND 0 THE CABLE. • >- a 3 THE FOLLOWING ARE 3 DIFFERENT FORMATS TO BE USED FOR THE BRASS TAGS. J n _, C mz2 1A 1A CA)G9U9 No T8 38 .- re FORMAT A FORMAT B FORMAT C I))r) DIAGRAM OF BRASS TAG FORMATS FORMAT A IS USED WHEN THERE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A 1 - • CABLE. FORMAT B IS USED WHEN TWO TECHNOLOGIES HAVE BEEN DIPLED ONTO I� \ \ \ \ \ ` ; C W EX 2 ONE CALE TOWER. FORMAT C BE I IS USED WHEN TWO TECHNOLOGIES AT P HAVE BEEN QUADRAPLEXED IL � V ° c° o m ONTO ONE CABLE FOR ANTENNA PORT SHARING AT THE TOP OF THE TOWER. 10,1 1 8 a THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER °I♦� M o 4 DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE •; _b_ ` E o o to _ TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF I` : - III THE TECHNOLOGY. III S I I E O UMTS ANTENNA - B, r te ` t SECTOR 2 RF ENGINEER TO PROVIDE TOWER CONFIGURATION SHEET L RF CABLES A2 RF CABLES e2 LLC O THRU AR AS THRU 86 AS PACIFIC TELECOM SERVICES, RrsI FOR FINAL CONSTRUCTION DRAWING PUBLICATION o cr SECTOR ACTOR RE0.0 563 5315 W 02° S� _ Q Menu (200 342-0001:1 Feu v (209) YO] -0513 as W \ Ai as- CI SECTOR 3 RF CABLES C2 (DATE: 07- 08--DS I TNRU C6 AS REO'0 SECTOR ORIENTATION /AZIMUTH WILL (DRAWN BY: ,IFO I VARY FROM REGION TO REGION AND 850/1900 ANTENNA IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. (CHECKED BY: RBH - I REVISIONS DATE DFSCRIPRON 6611AL I2-01-A REV. FINAL CO'S J M -041 REV. A, FINAL CDD• J FO STACKED ANTENNA ARRAYS ` 5 �Yf � RICHARD B. HALL • ALL RF CABLE SHALL BE MARKED AS PER CABLE ' 1 " MARKING LOCATIONS TABLE BELOW: • i 40P s CABLE MARKING LOCATIONS N SEA , WA e NO. TAG LOCATIONS 1 ' q 5008 i. X END OF THE MAIN COAX RUN WHERE THE O $� COAXIAL CABLE AND JUMPER TO THE ANTENNA OF - ARE CONNECTED. • 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SITE SHELTER (AS APPLICABLE). PW11 WASHINGTON SQUARE - 3. X END OF JUMPER AT BTS CABINET 9585 SW WASHINGTON SQUARE RD ai� ,pp��yy�� pp��yy � TIGARD, OR 97223 E NTR , Y BOOTS �TO�SEAL COA1( WITHIN 8" CONDUITS SHALL BE: TOWER CONFIGURATION ROXTEC H SEAL - H3- 150/3X(28- 54)/20 SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPUCABLE) SHEET NUMBER CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL R F - 1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET I I I > I o .....,..... , I • n 3 to 0 Z 9 n 3 M co z° r---- - --- _____ I Ca} — _ [�� I —1 W • I , I ,: ‘;' :;;;) PROPOSED AT &T TELCO SERVICE ORIGINATING FROM AN EXISTING TELCO PEDASTAL AND CONTINUING VIA BURIED CONDUIT WITHIN UNDERGROUND TRENCH TO A PROPOSED VERIZON (TELCO PROVIDER) TELCO CABINET AND CONTINUING FURTHER TO AT &TS PROPOSED UTILITY H -FRAME MOUNTED TELCO PANEL AND FURTHER II i : \ \ \ c w _ co co I TO THE AT&T TELCO SITE SUPPORT CABINET (GC SHALL \I; - Do COORDINATE WITH CONSTRUCTION MANAGER AND VERIZON FOR Z : f f fig a O 0) 0 I T ELCO SERVICE FROM VERIZON CABINET TO AT &T H- FRAME) p' CS ° I rl¢ �,.__ � s i C w I *bn4M °fig - - -- I — --- - - - - -- i I 8 _Al 9 s t""' — ' ^ V e•) ■ • w '• • . PROPOSED AT &T ELECTICAL ORIGINATING FROM AN EXISTING 25 _-- _- �r :tJ KVA PGE PAD MOUNTED TRANSFORMER # 286 750 BEING s •r — __ ....A :iv __ CORDINATED WITH PGE REPRESENTATIVE FOR PUNCH OUT T �^ -- o _ e � _ _ _ � 42, � • d> d � LOCATION AND CONTINUING VIA BURIED 3' DIAMETER SCHED 40 \ �+= ., . I '• _ e_e t — _ CONDUIT WITHIN UNDERGROUND TRENCH TO PROPOSED T { • • ADJACENT AT &T UTILITY MOUNTED H -FRAME METER AND BASE t^ . • t PACIFIC TELECOM SERVICES, 111... LLD v p.°,� cc ' T— —T —T —T —T T ° 56a rum Avenue S. em. SW °.1.F° q�' -- oo $ s.mC> B4 98104 o.a , 71.17v...!1?' c •p ' � 7 n (zoeT Nz -soDO r °.: Uml so.i --esis • IT 3 i .. �, w I deb • , r. • •a .•' �_ ', P , �'i�b %' lead ' v° � • r ')-N- .., _d' .1%, t, y MILIMEr, ' d ? '. O �a r � r � IDAIE: o� -oe-De I mud r . .rya' • '�• _ -. - -- WT DiitSCos (DRAWN BY: go _ — — — — — _ — _ — — _ _ -- (CHECKED BY: RBH I • REVISIONS DATE DESCRIPTION INITIAL D-GS REV. FINAL CD'5 FO (jiII 01-0909 01-0909 REV. ' Fl J FINAL CD'S JFO Pr MATCH [E] SURFACE TRENCH d \ / EXCAVATION / MAGNETIC 5 \ W ARNING TAPE RICHARD B. HALL l ' !A.._ . 40 '. • -----,,,,.... ....----" ./ ---- ---„..-T-7--------__ / \ / j . // � NEXCAVATED AREA � .9 5008 r eliS / \ / \ � \ //\ \ / / \\/ UTILITY C CO. E0. PER 5 ITE / \ \ �I�� & \ /. WASHINGTON SQUARE / \\ / \ \ \ TI WASHINGTON SQUARE RD ( / 9585 TIGARD, OR 97223 I I \\ �� SAND FILL SHEET TITLE / \ UTILITY PLAN & DETAILS / / 3° ELECTRICAL I GRAPHIC SCALE CONDUIT UTILITY PLAN 1k F 24'x38' SCALE 1' =200' North y° ELEC CONDUIT TRENCH SHEET NUMBER 11 ° x17° SCALE: 1' =400' aa. m=. (x determined by ow6oble). E - 1 24 ° x38 ° SCALE 3/4 ° =1' -0' 11'x1 SCALE 3/8' =1'-0 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET / 96" f t • 6_ THREADED CAPS 33" BETWEEN CONDUIT INTO FLEXBET > & CONDUIT OUT TO CUSTOMER in '� • EQUIPMENT THEN NEW CONDUIT 4 -100" UNISTRUTS (TWO ON EACH SIDE) - -EVERY 16° PER NEW CUSTOMER- _ `l 3-• N 5 -24 VERTICAL UNISTRUTS ARE REQUIRED I ) n 3 8 FOR MOUNTING HOUSINGS 0 I- o of ENCLOSURE FENCE IF APPLICABLE) 3 z N a 91.3 4 °x10' GALVANIZED STD PIPE OR / / I ♦� C m i z 6x6 PT POSTS (BREAK AWAY IF / ° ° I REQUIRED BY LOCAL CODES) - ›- N o in �rc - 4x10 GALVANIZED STD PIPE OR 6x6 PT POSTS (BREAK AWAY IF m REQUIRED BY LOCAL CODES) 3 BETWEEN POST & CONDUIT '' i i i i T— 2 °0 PVC TO CUSTOMER FACILITIES ii i I I I I I . ..t IINIMI■1•1111"1 wcKipral KWKeg ' ' 7'' t L ; ' .,' F N � I � \ "- -4- \ \ti ,1 '. 4 ��, 0-00 2" PVC CONDUIT (TO _ - t i✓�i / . 4 "_ 4 N0\4- 0 \ / of : - n 3 VERIZON FACILITIES) / T'fr. / O/l � // ? / /'I ` 7 ° 9 4 -108 UNISTRUTS (TWO ON EACH SIDE) ` ! 8) # `/� E c In - 5-24 VERTICAL UNISTRUTS ARE REQUIRED _ . 1 d x FOR MOUNTING HOUSINGS �+ , ` � VERT (MIN.) ` 1• I "�� 1 • -j [E] SOIL • I . �� e 1. 18 "0 r�-4- 4 -r. r` ! I r .. � �' ' ■ FOUNDATION ✓ V W 4. "- 3 TIES ®6 O.C. �»`vS /\``S�`�. �Q� / / i 18 ° 0 FOUNDATION � \1�� FOUNDATION PLAN OPTIONAL VERIZON H —FRAME PLAN OPTIONAL VERIZON H —FRAME ELEVATION I ,,, r te 24 "x36' SCALE: 3/4 " =1. -0; 1 24 "x36 SCALE: 3/4."=1 I 9 PACIFIC TELECOM SERVICES, 11 ° x17 ° SCALE: 3/8"=1 -0 11 "x17" SCALE: 3/8 =1 -0 LLC 161 119.6 Avmu. 9, S°0. 650 S.°l0°. WA. 22109 96" Ph.,.. (206) 342-6500 r..: (201) 203 -1513 / / THREADED CAPS 5y4 5)4' 5.," in (DATE of -os-oR I (TWO O ACH ABOVE DETAILS HAVE UNDERGONE / / / MODERATE MODIFICATION PERTAINING UEACH r TO THE PIER DESIGN (TWO ON EACH SIDE) / / DE) (DRAWN BY: JFO RECUT T1 NC7E I I I I 8.8'x22'118.25 18°x14-x8• I TI NOTE I I TI NOTE I 100583301 100738182 I FUTURE I I FUTURE I (CHECKED BY: RBH 4 "x10' GALVANIZED STD PIPE OR I I I I 6x6 PT POSTS (BREAK AWAY IF V REQUIRED BY LOCAL CODES) I T T T \ REVISIONS I' I • • • I.(. L3 I � 617E DESCRIPTION I JFO I+ - -�J IA 12-01411 REV �FRUL CO JFO 01.07 REV. & FINAL CO JFO 3" BETWEEN POST & CONDUIT CO 41 4 % 2 ° 0 PVC TO FUTURE cA RICHARD B. HALL • 2 ° 0 PVC TO CUSTOMER FACILITIES fi CUSTOMER FACILITIES /__ .< p A r�`< C I ' 0 1 CA SEA • , W A .* - i - `. (� : / q �/� • Q� •e./ . J I I ' i.�, `; .� 5008 2" PVC ` . ' 4 /Ojd�4 , , / 1 , , .h � �, OF 040) VER ON ll� r s__ _�/ G .• -4 ✓ SITE • \•1 - I - 4 �j ♦• � PW11 � Q� T ,,V ` . 1 'I � �' WASH SQUARE [E] SOIL J . -1 . I �� .1' I I 'PV 9585 SW WASHINGTON SQUARE RD O � r4� -4'. J� r �J TIGA OR 97223 1810 FOUNDATION � V ' - OJ 4. \\'O O �` / /�G` /`j /`. �6 \` ' SHEET TITLE (SEE 9/E - 1.1) / • VERIZON H -FRAME DETAILS NOT USED OPTIONAL VERIZON H —FRAME ELEVATION SHEET NUMBER 3 11 SCALE: 3/8 -o 1 E m 1 .1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET ECAL ON; SPECIFICATI \ L TRIC ^ ci \ a) 1. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL > t BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL Q AND STATE CODES AND REGULATIONS. AND UTILITY GUIDELINES. 2. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND O \ t KEYED NOTES. 0 o m cRj T —T —T — ULTRASITE CABINET -T —T —T —T —T —T —T - E cr�-T - —T —T — n 3 0 EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN ARGUS Te21 - ` a n 3 NOTICE OF ALL co FINDINGS TO THE CONSTRUCTION MANAGER USTING POWER CABINET \ I © ULTRASITE CABINET p m z ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. › - o gym ^ 2 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE @i ymp@imiilwa\gm1 ®m ®u1 ijlu�g puBixiliodyklp1o ' i arki �� ijl?jfi"[�gad�iulmR ' maaij xl�alisuriu I"rim°iiiiii": k ° ' " '° .m IIII " A °" + ^ " ° "- ' III Gu it ij' ..1..1..,i! —2 g ' CONDUIT: SCHEDULE 40 CONFORMING TO UL ARTICLE 651: WESTERN eii'!IUIII►!1HIIIt ! 111DIII m �J7��1 I t:-+ = e PLASTICS OR CARBON MANUFACTURER. COUPUNGS SHALL BE .+ 's SUP -ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE I( ' I I' COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30 MINIMUM 11111 Ii �-:! uo w RADIUS. 11111 11 - y Ex __ - . Illi 4. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE 1111 ., j / � ! - IF 11111 + 1 • CROSS- LINKED POLYETHYLENE. ►% / f ; _ _ -a , - 1 • ( _ , 1111111111 111111 5. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF 1 1 �� —_ . IIIIj111111111L 111111 UMTS ;��I;C m UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED — � -- a °ij � � Ju CABINETS f I �I• 0 PRIOR TO CONSTRUCTION. ARGUS Te20b \ I I III I • I ►,Ii111 -- ;L OD % BATTERY CABINET "" ' I 111111.-' 11111111 n` c ° ° �' 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FlUNG, T" I .... ... x' 111.11 ° ° '' C ® � w AND FEES IN CONJUNCTION WITH THE PROJECT. mo d ■ : em =u i_ °' d 1111111111�1111111 6Ei I _ ►1i ` ` � = o T u n W 1 7. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS • mu l i ll" n11111:; md�-� 1I I� 11 plflifRlrt1p 1 � rt01 M! 1 �. "" 'y1 rn WITH THE PROPER AUTHORITIES AND INFORM AT &T 24 -HOURS IN ` I I III ? ::;E p c ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE I I ii_ _ 4II 8 SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS I I AFTER THE INSPECTION HAS TAKEN PLACE. L — J 8. ALL EQUIPMENT, WIRING. AND MATERIALS MUST HAVE A UL LABEL 9. ALL WORK SHALL BE DONE BY QUAUFlED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED N AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. mw r 10. THOROUGHLY TEST ALL LINES. FEEDERS. EQUIPMENT, AND ELECTRICAL / TELCO SCHEMATIC 9 DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION NOT TO SCALE PACIFIC TELECOM SERVICES, LLC 5E6 On, A. 5.. S.A. 650 11. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION 566-00 WA. 96104 Ph...: (xoq s+: -a0oo F..: (206) sos -axis TO TERMINATION WITHOUT SPUCES EXISTING BUILDING TELCO SERVICE POWER CABINET 12. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED EXISTING POWER TRANSFORMER. ULTRASITE CABINET UMTS CABIN BY CODES AND /OR UTIUTY COMPANIES. INSTALLATION OF CONDUIT AND PULL CORD EXPANSION (DATE' 07-08-12E1 I BY CONTRACTOR FINAL CONNECTION TO POWER CABINET 13. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE TRANSFORMER SHALL BE BY LOCAL UTILITY. MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS, CONTRACTOR I DRAWN BY: JFO I SHALL VERIFY AU. LOCATIONS. ELECTRICAL EQUIPMENT 14. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, 3° & 4 PVC CONDUIT SCHED IL J 1 J 1 J ( CHECKED BY: RBB EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 40 STUB -UPS (SUPPLIED AND 15. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH INSTALLED BY CONTRACTOR) TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE REVISIONS • RU REQUIRED AS DATE OF OON DM. REQUIRED BY UTILITY i � FINAL CO'S JFO . REV. t BREAKER. & TELCO CABINET v �- �i� D O n u 064:11-0) REV T mFINAL CO .JFO 16. ALL ARE RATED WALL AND FLOOR PENETRATIONS ARE TO BE _ _ _ 0 `'Q CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. _ ' = —' S LL 'l _ C AMLOCK GENERATOR \ • �. ` BC D B. L t 17. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING A IS P, FINISH GRAOF 1, !� I - I PLUG ENCLOSURE I ! ��' /T' EXTERIOR WALL PENETRATIONS ��"��++ T �� f 11 i�� i�� I I iI ii N 'lA „� SEA 5008 WA 1 � � �� — ____— ' 'i �� - - - - �- — �' ` �j= — .'' I II 1 & i • Q (2) 2 ND OR NDIT SC UHED P SEE SHEET E -1 FOR UTILI 40 FROM TE2 UNDERGROU CAB INET COND TO POWER PVC CO CAB INET STU - UP WASHINGTON SQUARE TY NOTE � ROUTE & TRENCH DETAIL ALL UNDERGROUND CONDUIT _ (1) UNDERGROUND CONDUIT MIN. 2 ° 0 PVC CONDUIT SCHED 9585 SW WASHINGTON SQUARE RD O NEW UNDERGROUND ELECTRIC SERVICE BENDS TO HAVE MIN. 24 BEND. v 40 FROM AC POWER TO UMTS CABINET STUB -UP TIGARD. OR 97223 MIN. 3 ° 0 PVC CONDUIT TO SSC CABINET USE RGS CONDUIT SIZING TO MARX WM fitt 1O4 (SUPPIAB PROVIDE FUJI LENGTH 3/8 NYLON W/ TAPE PULL ROPE IN NEW UNDERGROUND TELCO SERVICE MIN. 4 °0 AND INSTALLED BY CONTRACTOR) CONDUIT. VERIFY WITH LOCAL TELEPHONE CO. SHEET TITLE PVC CONDUIT SCHED 40, TO UTILITY BACKBOARD REQUIREMENTS (SUPPLIED AND INSTALLED BY CONTRACTOR) ELECTRICAL - TELCO DETAILS 2 PROVIDE CONDUCTORS OR FULL LENGTH PULL ROPE IN CONDUIT AS REQUIRED BY LOCAL UTILITY CO. (SUPPLIED POWER RISER DIAGRAM 1 SHEET NUMBER AND INSTALLED BY CONTRACTOR). NOT TO SCALE NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET NOTES; m 1. SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120/240 VAC, 60HZ SERVICE FOR CD AWS Sft PANEL SCHEDULE - - 2. SUBCONTRACTOR SHALL COORDINATE WITH ELECTRICIAN BEFORE THE START OF CONSTRUCTION. p POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY r N REQUIREMENTS. NUMBER LOCATION: ELECTRICAL ROOM 120/240 VOLTS 1 PHASE 3 WIRE n g o 3. FOR COMPLETE INFERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL A SERVING: ITS, REC, EQUIPMENT 200 AMP with MAIN BREAKER 0 7( 0 Z Z rn ( MANUFACTURER. CKT. TRIP 4 LOAD DESCRIPTION KVA ¶ TRIP CKT. �� ` 9 n 3 4. ALL SERVICE EQUIP AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY NO. AMPS » KVA LOAD DESCRIPTION AMPS NO. m Z C COMPANY AND LOCAL CODE REQUIREMENTS. C z 1 RECEPTACLES 0.8 20 • T 60 SURGE ARRESTOR 2 o 5. SUBCONTRACTOR SHALL INSTALL 36' OF FLEX CONDUIT WITH ALL CONDUIT FITTINGS (NUTS, 3 LIGHTING 0.4 20 _•-• ^_ 4 W co REDUCING BUSHINGS, ELBOWS, COUPUNCS, ETC.) NECESSARY FOR CONNECTION TO THE BTS 5 RECTIFIER 30 4.3 RECTIFIER (MAIN GSM BTS) 6 .- D! CABINET. T - 7 RECTIFIER ^_ 8 - 6. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT 9 RECTIFIER (MAIN UMTS BTS) 4.3 30 30 4.3 RECTIFIER (EXTENSION GSM BTS) 10 11)) RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. 11 _ _ 12 7. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 13 RECTIFIER (EXTENSION UMTS BTS) 4.3 30 30 4.3 RECTIFIER (OPTIONAL GSM BTS) 14 • • CONDUCTOR (#10 AWG OR LARGER), 600V, OIL RESISTANT THHN OR TI-WN -2. CLASS B 2 STRANDED COPPER CABLE RATED FOR 75*C ET AND DRY) OPERATION; USTED OR LABELED ((WW 15 16 FOR THE LOCATION AND RACEWAY SYSTEM U§ED. 17 3 -TON A/C UNIT 6.0 30 - 30 4.3 RECTIFIER (OPTIONAL GSM 8TS) 18 8. CUT, COIL AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATING BY 19 �- 20 1i;1 C vi o NOKIA. 21 3 -TON A/C UNIT 6.0 30 30 1.9 RECTIFIER (SITE SUPPORT CABINET) 22 1 \\\\ \�1 0 x .- 23 ^ ^_ 24 ..__ - _ W o m 25 RECTIFIER 30 ^_ 30 RECTIFIER 26 ° , j 7 1,3 a OPTIONAL SOLUTION: 27 RECTIFIER 30 ' ^_ 30 RECTIFIER 28 �`�� C o w SQ UARE D DIST 29 RECTIFIER 30 ^ • 30 RECTIFIER 30 E ° . 3 P WHEN TRANSFER SWITCH IS SEPARATE REMARKS: CONNECTED LOAD: 40.9 KVA 170 AMPS � i r � ` � � i E :1 a Se ` TELCO SERVICE POWER SERVICE DEMAND LOAD. KVA AMPS " ' - (SEE NOTE 2) . 3' PVC - 3 #3/0 THHN 4°0 IMC /PVC CONDUIT CU & 1 88 THHN CU GND TELCO DEMARCATION BOX 200A METER -� � -f 2'EMT306 THHN CU PANEL SCHEDULE © ` & 1 #6 THHN CU GND NOT TO SCALE 9 PACIFIC TELECOM SERVICES, 1 MTS 1 u-C SEE NOTE B I I .uu .O 568 (Ira Av. L. S. 650 I F - - -- S! e s WA- oefo4 I- - - r J I ) \I ��t• Phonon (206) 342-9000 r..: (z6e) soy -65f 5 TE21 200A I DISTRIBUTION PANEL O GENERATOR I ' � �G RECEPTACLE _ \i - UTILITY VAULT CAPTIVE I FLEX CONDOR _ MTL600 1 EC MTS 6 0KA TVSS L- BOLTL00f COVER 'DAIS: 07 -08-08 I SEE NOTE SAM CL SER LOKIES I `SURGE O C AW LI FT EVE ` \ - CONNECTORS) PROTECTOR (DRAWN BY : ,)F0 I 4. A . 3/4' FLEX 0000.00000......s. ' IS' / RBH CONDUIT NOKIA POWER \ t�/ 'CHECKE BY: I ITE PLANT CABINET PANEL A CABINET TE21 44' EMT - 3 86 THHN CU 82 AWG (BACK) CABINET fr REVISIONS 1 -84 AWG GROUND 4 SUPPLEMENTAL, 11 DATE DESCRIPTION OHM EQUIPMENT KM. / 4. R-0-R REV DEEP. tf FINAL CO'S JFO GROUND EMT W/ 9 #10 3 -2' CONDUCTOR .. ). INSTALL ON 3/4' AGGREGATE TAD BE MEN SHAMEN A 1 8' 614849 WS - REV FINAL OF Y JFO (4CKTS. 2 POLE & BEYOND ALL SIDES OF THE BOX AND BE A MINIMUM OF 4' DEEP, BELOW THE BOX SEE DETAILS 3.4 SHEET E -1 FOR SPEORC UTILITY. . '=.--2' CONDUIT W/4 1 - 870 GROUND) 2. UTILITY VAULT COMPANY MODEL /1324 OR EQUAL PAIR. CAT 5 NOT USED' TYP UNDERGROUND PULLBOXI �, , �� 6 NOT TO SCALE u ) J = 1 • / oF / TO GROUNDING SYSTEM •WTE TELCO FROM TELCO RISER THROUGH 4•I ce SEA , WA e PVC TO TELCO PUUBOXS, SET BOX LIFT EYE BRASS Z' BOLTS . ) THEN ROUTE TO TELCO DIAGONAL SEE DE --- =',-- BOARD. FINISHED GRADE CAST IRON COVER CORN IN DIAGONAL „ 5008 SET BOX TO GROUNDING SYSTEM 4 ' FtDS1 B1TH CAS IRON BRASS ROLES FINISHED GRADE CAST IRON COVER TS DI D NUIAGONAL - - -• T-A CORNERS SHEET C-I E -1 1 X IF-----r- aox - ;I 's � SEE DETAIL 1 GR GROUND WIRE :a PW1 wLL SHEET E -1 J0- MIN WASHINGTON SQUARE . 2 9585 SW WASHINGTON SQUARE RD I -P� ' TIGARD, OR 97223 FOUIPMI T SPEC IFlCAT1014 5 � 4 OF cormuES AND •EYELANDER CELL TRANSFER PANEL WITH MAIN DISCONNECT, < a ,,, eke. k- \�^; CONDUIT SITES AS REQ. SHEET TITLE 1 BREAKERS & TRANSFER SWITCH (CATALOG BWMTS200 -28 -I -200), 4 P. , STALL 10 ELECTRICAL DETAILS . GROUND ROD 2. AC DATA SYSTEMS SURGE SUPPRESSOR (MODEL BLW2XXC -GNA) 240 /120 V SINGLE PHASE SHEET NUMBER ELECTRICAL ONE LINE DIAGRAM INSTALLATION TELC PULLeox INSTALLATION ELEC PULLBOX(� 1 ®2 • 3 NOT TO SCALE 2 NOT TO SCALE NOT FOR CONSTRUCTION UNLESS CABLED AS CONSTRUCTION SET • MTC6001EC DIRECTION OF UNISTRUT ti 9),° 1 -Phase Compact Generator Interface Panel f 4"x10" ' HDG STL PLATE N I 1 Maximum Operating Voltage 240 VAC Una -to -Line W/ HOLES FOR ANCHORING P 9 9 Dimensions Body /All TO • \ Nominal Frequency 60 Hertz 1 " E4 ANCHOR BOLT W/ 2" 0 Phases /Configuration Single Height 25.0' (63.50 cm) / 27.466' (69.76 cm) EXPOSURE ABOVE TOP OF PIER t N Width 9.5' (24.13 cm) / 9.803° (24.89 cm) p a m (L1, L2, Neutral, & Safety Ground) Depth 9.539° (26.90 cm) / 24.23' (28.80 cm) I . (OPTIONAL PIER SOLUTION) '0 n 3 0 ao Input /Output Current Rating 200 Amperes RMS Weight -30 lbs. / 13.6 kg G f7 ° a' - Input Circuit Breaker Rating 200 Amperes per Pole Paint Gray Powder Coot N �} r \ 9t EXP BOLTS W 4 PER X2" - N a \ Short Circuit Current Rating 5,000 Amperes RMS, i E MB E DM E N T 2 TY P 6° 9 3 Connectors (4) Crouse -Hinds E1016 Series, Symmetrical, ! SUPPORT (SLAB SOLUTION) o PLAN 240 VAC Maximum Mole, Double Set Screw Style i = m Z z Status Jumper Connector (Included) MC2076 AT &T Deutsch Jumper Status \ 2 Input from Generator Wire Size 1/0 - 4/0 N Connector (with strain relief) .„, OPTIONAL DIRECT EXP N o • Output to Transfer Switch Wire Size #2 - 4/0 m w Output Conduit Trade Size Up to 3 inch (sides, rear, &top) Cable (Optional; Sold Separately) MC2075 AT &T Deutsch Connector BOLT TO EXISTING o Local Safety Ground Connection Dual 5/16 in. studs 20' Cable (600V insulation) O FOUNDATION \ Enclosure Rating NEMA 3R UL Listed Transfer Switch Accessory W / (MODEL# ) ELECTRIC SERVICE OD0. CGB200R SC 10' Access Restriction Screwdriver Latch & Padlock Hasp UTILITY RACK KEYED NOTES X6 -1/2 UL 1008 Usted °io,� MOUNTING ° P4 ATE DETAIo 13 11 x17 SCALE: 1 1/2 =1' -0 • UTILITY RACK INSTALLATION -o ;'\\\`__ I ; C Y 1. SET 2 SCHEDULE 40 POSTS 6 CENTER TO CENTER. . + W ° ; � �� ;; a s °D WITH TOP 6' -0 ABOVE FINISH GRADE. o °o rn 100A MAIN BREAKER MT o " '"' 1 A 2. INSTALL TEMPORARY FRAME SUPPORTS. TOP OF SUPPORTS TO • n a METER ENCLOSURE SUPPLIED AND INSTALLED BY CONTRACTOR PER BE 37 INCHES BELOW TOP OF POST. @ � <� C ® � w 3 LOCAL UTILITY CO. REQUIREMENTS 3. UFT FRAME, COMPLETE WITH BACKING BOARD, AND SET ON �`' o t OB CUTLER - HAMMER OUTDOOR METER BASE 14 -1/4 "X29 ° •EYELANDER CELL TRANSFER PANEL WITH MAIN DISCONNECT, TEMPORARY SUPPORTS. CENTER THE FRAME ASSEMBLY AND `. � ; ° 6 - �QI ® ."7 ! BREAKERS &TRANSF SWITCH (CATALOG �WMTS200 -28 -I -200), SUBSEQUENTLY SECURELY FASTEN THE TOP 2 HORIZONTAL STRUTS .j ;_ / TO POSTS WITH STRUT CLAMPS. I LA a g LOAD CENTER / +12 POSITION MIN. 200 AMP PANEL (SQUARE D) 4. REMOVE SUPPORTS AND USE THESE 2 SUPPORT CLAMPS TO SIDE VIEW FRONT VIEW (1) 60 AMP DOUBLE POLE BREAKER FOR SURGE SUPPRESSER FASTEN THE LOWER STRUT TO THE POSTS. MICRIN CAM LOCK (1) 20 AMP SINGLE POLE BREAKER FOR UGHTING & OUTLET 5. CUT OFF EXCESS STRUT, EXTENDING BEYOND PIPE SUPPORTS, THE GENERATOR PLUG (1) 30 AMP DOUBLE POLE BREAKER FOR ELECTRONICS CABINET CLEAN END ENDS AND COLD GALVANIZE. SUBSEQUENTLY PUSH ON H.D.G. STEEL PIPE • TNCLOSURE 04 SQUARE ELECTRICAL BOX W/ (1) 15 AMP SINGLE POLE GFI 6. INSTALL UGHT AND CONDUIT. CAPS (TYP. OF 2) PN: MTC6001EC OUTLET WITH 1 HR TIMER SWITCH FOR HALOGEN LIGHT W/ COVER 7. REMOVE BACKING BOARD. INTERSECT TM, INC. CAM LOCK (ICL) SERIES GENERATOR RECEPTACLE 8. DISPOSE OF BACKING BOARD AND ALL ATTACHING HARDWARE. MTL UNISTRUT 0(CATALOG #MTC6001EC) 200 AMP /4W /4P /STY 1 (TOD PRONG) 5• -6" END CAP (BY arl POWER STRUT, ICL SERIES CONNECTOR PANEL TEL -TREND BOX (MODEL #TCP504GT) NOTE: SUBSTITUTE WITH O O © I I TYP) NOT TO SCALE 1 2 ONEMA 3R (18x24x8) RATED TELCO DEMARC BOX WHEN TEL -TREND ! o I \ P ACIFIC TELECOM SERVICES, BOX NOT REQ GROUND WITH 12 POSITION BUSS BAR (TO BE '� \ � - LLC ° a S5621 <tr Ala.,,"° L. S . 650 VERIFIED W/ LOCAL SERVICE PROVIDER). o - - - s« 0 es el NOTE: HOFFMAN BOX MODEL #A- 16128JFGQRR W/ PLYWOOD r_ I Phone: c=oal �+= eoo r °. (206) 903-8515 BACKBOARD INSIDE TO BE SUBSTITUTED FOR TEL -TREND BOX —� 2_13 „ t� O WHEN VERIZON IS TELCO PROVIDER 10 I — I_1 03)¢ ° 0 HOT DIP GALVANIZED SCHED. 40 STEEL w © IDATE 07-08-013 I _ _ PIPE SET IN 2400 PSI CONCRETE 5x2 SACK MIX am 5.,___ O AC DATA SYSTEMS SURGE SUPPRESSOR (MODEL #LW2XXC -GNA) \ I — O DRAWN BY: 0240 /120 V SINGLE PHASE ( JFO o (TYP) I " O C I NGULAR ID PLATE 1 — (CHECKED BY: RIM O ERICSSON GPS ANTENNA. IN THE CASE OF TI INSTALLATIONS \ p" ® — � n''.- � - — - °Q _, K WHERE CABINETS ARE LOCATED INSIDE A BUILDING AND ANTENNAS _ ' REVISIONS 3.,-------.=: ARE REMOTE, CONTRACTOR SHALL PROVIDE (1) 3 ° 0 SCH 40 • OM =CAPTION Omar 11-0646 REV. FINAL CD'S J FO I © CONDUIT (W/ PULL STRING & CAPPED OFF) THAT FOLLOWS THE I ® 01-0340 REV. �nNAL cDS JFo PATH OF THE COAX FROM THE ENTRY POINT AT THE CABINET TO A _ _I - __ POINT WHERE AN UNOBSTRUCTED UNE OF SIGHT TO THE OPEN 'I p' SKY OCCURS FOR GPS MOUNTING. 1 5 /8 "x1 5/8" S.S. O iI -- UNISTRUT U- BOLTED TO �,, • _ _ _ �l lI 5� 0 JOSLYN SURGE SUPPRESSOR PIPE- SPACING AS REQUIRED 1265- 85MN/12O/240 VAC / BY PANEL CONFIGURATION O O © RICHARD B. HAL SINGLE PHASE /3 WIRE /50 -60 HZ 'j SEA I 3 ° 0 PVC TO UTILITY I - - I I t/� rue, WA O OJ 3 x at &t (VERIFY W/ POWER CO) �� v 5008 • fir--` Yew world. ouid. I I I III 1 1 I 2 "0 PVC TO O l I I iii I 1 III I CABI (TYP) OF �� I III I I • I © OMOUWING PLATE (SEE 13/E -2.2) 2 ° 0 PVC TO EQUIPMENT — = 1 I III I I SITE 1°0 PVC TO HALOGEN UGHT WASHINGTOPON N SQUARE ON COAX SUPPORT RACK I I 1 III 11 II Hi; I 4 °0 PVC TO 9585 SW WASHINGTON SQUARE RD I 1 I III II II 1111 I UTILITY (VERIFY TIGARD, OR 97223 I III II II 1111 I NOTES: I I III II II I1 II I WITH TELCO CO) • SOURCE: EYELf�NDER I. BACKNG BOARD AND ATTACHING tWRDWARE t... r N el b 1 I ELECTRIC 800- 932 -8986 PROVIDED S' AT&T. SHEET TITLE 3601 EVERETT AVE. 2. ALL USTED COMPONENTS TO BE PROVIDED BY UTILITY RACK DETAILS PO BOX 1479 CINGULAR UNLESS OTHERWISE NOTED. EVERETT WA. 98206 3. CONTRACTOR SHALL FIELD- VERIFY EXACT ROUTING OF ELEC./TELCO. REFER TO DETAIL FOR SHEET NUMBER UTILITY RACK SIDE ELEVATION � TRENCHING REQUIREMENTS FOLLOW W ALL APPLICABLE UTILITY RACK FRONT ELEVATION 24 ° x4,6 ° %CALE: 1/2; =1; -0° 1 LOCAL CODES & UTILITY REQUIREMENTS. 24 ° x4,6 ° %CALE: 1/2 ; 0: 1 E-2.2 11 x17 SCALE 1 =1 = -0 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET I • GROUNDING SPECIFICATION PROVIDED BY GROUNDING KEYED NOTES ALLCLEAR COMMUNICATIONS SERVICES CONTACT: MR. SCOTT CURRY O EXTERNAL GROUND RING: SOLID > PH: (310) - 530 -8534 TINNED WIRE AT 24' BELOW GRADE O '� MAIN GROUND CONNECTION POINT. r a 3 O 5/8° X 8' -0 COPPER GROUND ROD. SPACING 4 "f T ' m OF GROUND ROD TYPICAL AS REQUIRED. co 3 0 0 0) 0 4 GROUND FROM INTERNAL GROUND CONNECTION TO GROUND BAR. f_ 5 n 3 © . FROM MGB RUN #2 GROUND WIRE IN 1° SCHEDULE 40 PVC CO O tz2 © O CONDUIT TO SIDE SPLICE CADWELD 0 GROUND RING. HEAT ›- N 8 RADIUS CONDUIT TO PRODUCE LARGE RADIUS BENDS. STRAP , 4> AT g> 1 AT 2 POINTS MIN. m \ s — — sa e '= ^er,..4 �mi! - ! , i 06 GROUND BUSS BAR. SEE 9 & 11/E -3.1 • m niioTi mw W uuliiiu �L. ,, m .,,W �,....� o _._.��r. _ . �� .,,,m, � ,. •- , j-_••' -,i4 ' v "....va =`� t i 11- "� m ° iiII iGu nle� �auoIy CADWELD CONNECTION FROM GROUND ROD TO FENCE • • 1 i f -� o7 10 —' - 7 fIWllllfllflt�% ilBlllll ; i►►c� 1 =qil � t -f ABOVE COPPER STRAP. SEE DETAIL 9 e -3.3. I r i2 IIIII V116111_ :II:leo F9 � l , \ O�� f I l I Iillll_ ; : i ii:�ai. ; : 9 EQUIPMENT PLATFORM I N w to n r � = I I 1111 1 T IE INTO O ?�� C x t0 (ak) 1' �' GROUND RING ;;.� �; C co ; / -7 1111111111 IIn �� I 10 : WIRE. rl! 11 "� y C w 1 VIII s puini I - = °- ' GROUNDING NOTES & LEG �,`yl E Eti El _ I �: RI ..,., IIi I - -' jr II ,_,emu d,o ,L_ _L `� IIIII�iiiiiJI t IiI LI� ► ,,1I I - _ -- _ �. \. , 8 n •f3 7 W . G ��i "" " ' �'? 'L _ __° GENERAL GROUNDING NOTES i ki = xnenfofIn4661 :,, 411�III I� = = = 1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION I I ____ AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. I-I tea —•{ 1 ° ° °__ pl ,� 2.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER , METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO • � © __ = _ `1 fi ' = SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND ____ COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING PACIFIC TELECOM SERVICES, O — __ — __ — __ _ se MFR'S PRACTICES. e RA.m. r, Am. S. S. 650 LLC - : d M 1• 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE ppp.. (206) 31] (i0e) 903 0313 COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED _ I I — WIRE ABOVE GROUND. 4.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING (DATE I I AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT &T 07 -09-0B o^• v WIRELESS. LLC. REPRESENTATIVE. i MIMI IN � (DRAWN 8Y: 5.REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL JF0 PROVISION AND COMPLY WRFI ALL REQUIREMENTS OF GROUNDING STANDARDS. (C HECKED BY RaN REVISIONS 6.ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF __ GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY I AUTHORIZED AT &T WIRELESS, LLC. REPRESENTATIVE, PRIOR TO are Dix Danes INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL amm acv, r co .JFo a CADWELDS AND GROUND RING • - REV. � pauc cos JFO 7.N CONSTRUCTION G MANASYSTEM D GER I U F E TH TO ERE SR ARE E SOIL CO D IFFICULTIES - s t �� INSTALLING GRO IONS. d �( ir 1' GROUNDING ROD NOTES PROPRIETARY INFORMATION - .� ■ 4.4 RICHARD B. HALL tti • N � ( I (WHERE APPUCABLE) THE INFORMATION CONTAINED 8EA R , WA ° ELECTRICAL CONTRACTOR SHALL IN THIS SET OF 'l, 5008 ° f ' ORDER GROUND RESISTANCE CONSTRUCTION DOCUMENTS IS �� PROPRIETARY BY NATURE. io / \ _ HAS BEEN GR A OU QUA ND EM USE OR DISCLOSURE OTHER F OF INDIVIDU UTILIZING THE FALL OF THAN THAT WHICH RELATES POTENTIAL METHOD, SHOULD TO AT &T WIRELESS, LLC. • PERFORM THE TEST. THE REPORT SERVICES IS STRICTLY SITE SHOW THE LOCATION OF THE PROHIBITED. PW11 TEST AND CONTAIN NO LESS THAN WASHINGTON SQUARE SYMBOL DESCRIPTION 9 TEST POINTS ALONG THE TESTING 9585 SW WASHINGTON SQUARE RD UNE, GRAPHED OUT TO SHOW THE PLATEAU. TIGARD, OR 97223 $> COPPER GROUND ROD 2 POINT GROUND TEST OR 3 POINT SHEET TITLE SCHEMATIC 82% 'TESTS WILL NOT BE ACCEPTED SH IC GROUNDING • %,. CADWELD'CONNECTION AS ALTERNATIVES TO THE AFORE PLAN - MENTIONED GROUND TESTS. TEST GRAPHIC SCALE SCHEMATIC GROUNDING PLAN CI ►V '�/a SIDE SPLICE CADWELD t CO R PERFORMED WHILE THE f e COUNTERPOISE IS ISOLATED FROM SHEET NUMBER 24'x38 SCALE 3/B =1' - THE A/C SYSTEM GRIDS AND Norm to ° daft/mined by EXISTING COMMUNICATIONS FACILITY. - 11'x17' SCALE: 3/18 ° =1' - Or aronoaa)• �� j b FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET - o - a) O > NOTE: COAT ALL MECHANICAL CONNECTIONS Cl • /' * �� WITH 'NOOX" OR APPROVED EQUAL L '. a N t t ��\�1�� t 17 3 0 2/0 NEW COAXIAL GROUND KITS W/ _R( 0 0 0 m LONG BARREL COMPRESSION {7�J :: DOUBLE LUGS, ATTACH TO GROUND ^ TYPE GR TYPE GL LUG BAR & INSTALL BY ANTENNA C m z d CONTRACTOR (CADWELD TYPE -GL) } 03 ^ 2 • SECTOR A SECTOR B SECTOR C NEW 4"x 24"x 1/4" thk TINNED z (1) ANTENNA (1) ANTENNA (1) ANTENNA p COPPER GROUND BAR. PER SECTOR PER SECTOR PER SECTOR INSTALLED BY GENERAL C _ -_� ��, CONTRACTOR I ' �, • SEE E -3 FOR \ O O SYMBOLS LEGEND TYPE SS TYPE PT 0 00000 0 0 0 0000 MHA °= (IF APPLICABLE) O O O '! \ \ \ \ \ i C 2 Y ( ) i 0 0 0 0 0 0 0 0 0 0 O I �i i i 1 . �. i p 7�' r O O 0 0 0 0 0 0 0 0 0 0 (� a r o ° ) Q SI • � iii • � IlIII! u M `�10 ! ix I I 24" ~yE z g In 9 I E Z 0 FIELD VERIFY • :I $ < 0 COAXIAL CABLES (Tl P 4f� - ° ` ° • ! °• GROUND – 2 PER ANTENNA) I 0 \ � 66 ® NE TYPE GT E VS • , #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) 100 NOTE CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES 000 COAX GROUND - CONSULT WITH PROJECT MANAGER FOR SPECIFIC 0 00 WIRE (TYP) TYPES OF CADWELDS THIS P �r 910 001 CADWELD DE TAILS GROUND BAR 009 #2 AWG SHIELDED 009 GROUND WIRE ON NOT TO SCALE 4 NOT TO SCALE 9 PACIFIC TELECOM SERVICES, LLC ELECTRICAL ISOLATERS rrb ..• 500 � . S. SON 900 ®+ s.uxb, WA. 98106 '..1k 6 7 •4._ ANTENNA NOTE: Phony (00O) 360 -0000 r... (206) 903 -9513 a ® ° ° °e. ` ° \_ • ANTENNA GROUND WIRE WILL \ • , 01 WEATHER SEAL '11I CONNECT INTO PSE COMMON GROUND APPROX. 8' BELOW LOWEST WIRES NOTE PER PSE REQUIREMENTS (DATE: 07 - 08 - 08 900 I • ALL CONNECTIONS TO BE CADWELDED 01 0 • USE MECHANICAL CONNECTIONS ONLY GROUND BAR ®� �� 3 JUMPER I' G ROUNDING BUSS BAR AND (DRAWN BY: I BASE OF POLE 010 DIN MALES !I ATTACHMENT KIT WITHOUT INSULATORS CONSTRUCTION STRUCTION MA THE WRRT APPROVAL OF THE aFo CONNAGER BOLTED TO REPLACEMENT POLE a HOISTING GRIP TO BE INSTALLED BELOW (CHECKED BY: I 910 '` RBH 010 TOP GROUND KIT. 011 MHA 0' ® G ROUNDING KR I • REVISIONS 2 SOLID BARE /� 0 . _ ° ° Dm I REFER TO SCHEDULE ON SHEET A -2 FOR COAXIAL GROUND BAR ATTACHED TO DATE DESCRIPTOR AL T INNED COPPER / ° °� I CABLE SIZES AND APPROXIMATE LENGTHS. ICE BRIDGE SUPPORT I:•a -u Rev.4FINAL cos ' JFO G WIRE �,lj, I 01-01-0 REV. FINAL CD'S JFO M. 11611.661 / I INSTALL GROUNDING KR COAX GROUNDING KIT I ABOVE COAX CONDUIT INSTALL GROUNDING KR I JUMPER CABLE 5� �� MGB ABOVE COAX BEND GROUNDING BUSS BAR AND �• R ICHARD B. HAL � `' � l • ATTACHMENT KR ®BASE �• / � iu OF POLE -- '/ TO GROUND RING GROUNDING BUSS BAR I� N SEA .- A AND ATTACHMENT KR I —� '� 5008 ( SEE TOWER GROUNDING ) 1( BOLTED TO TOWER II ` , 0 . SCHEMATIC) � $2 SOLID BARE II —�! O TINNED COPPER on TO GROUND RING GR OUND WIRE I �T�7 i Mil srtE -T�i PW11 III � � � WASH I N GTON SQUARE III -4 9585 SW WASHINGTON SQUARE RD 411 Ii TIGARD, OR 97223 4 _ _ �i� SHEET TfTLE #2 SOLID BARE TINNED GROUN DETAILS COPPER GROUNDING I I LEADS. SOLID BARE TINNED COPPER GROUNDING LEADS. (TYPICAL) LEADS (TYPICAL) I#2 SOLID BARE TINNED SHEET NUMBER ANTENNA GROUNDING DIAGRAM I I COPPER GROUND RING. TOWER GROUNDING SCHEMATIC ®� . NOT TO SCALE 11 I I NOT TO SCALE 1 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET GROUNDING SYSTEM NOTES d • CORNER FENCE POST y > • ® TOWER RADIAL GROUND — #2 SOLID TINNED WIRE CADWELDED (OR FASTENER APPROVED BY PROJECT MANAGER) TO TOWER BASE. EXTEND WIRE 30' MINIMUM IN SWEEPING . d CONFIGURATION AS SHOWN (BEYOND LEASE LINE IF POSSIBLE, IF NOT AS SHOWN ON PRINT) AT A MINIMUM DEPTH OF 24'. ALL GROUND RODS TO BE 8' COPPER OR COPPER CLAD. FIRST GROUND RODS FROM TOWER ARE TO BE PLACED 10' EQUAL DISTANCE (BETWEEN ROD CENTERS) LL < 8 AND A MINIMUM OF _ EVERY 10' ALONG TOTAL LENGTH. ALL BENDS MUST MAINTAIN A MINIMUM 12" RADIUS! T m '� 3 o �� ♦ O cz o o, • �� 3 n 3 ® TOWER EQUIPMENT RING ONLY• ONE (1) CONNECTION OF THIS TYPE FOR EACH TOWER! SAME CONSTRUCTION AS NOTE A ABOVE EXCEPT THE �.0�� ? 9 m ii GROUND INTERCONNECT — TERMINATION AT THE GROUNDING RING MUST BE THREE WAY CONNECTED. ALL BENDS MUST MAINTAIN A MINIMUM 12° RADIUS! �� m 11111 m z , '! ® EQUIPMENT RING GROUND — ALWAYS OBSERVE THE TURN DIRECTIONS SHOWN WHEN PLACING BENDS OR CONNECTIONS! USE #2 SOUD TINNED WIRE PLACED 4.� >- N 0 WITHIN 3' (±6 ° ) FROM EDGE OF BUILDING CONCRETE FOUNDATION AT A MINIMUM DEPTH OF 24 ". ALL CONNECTIONS TO GROUND ♦ N o U3 La • RING ARE TO BE CADWELDED ALL GROUND RODS TO BE 10' COPPER OR COPPER COLD AND PLACED 10' EQUAL DISTANCE FENCE FABRIC � �� i (BETWEEN ROD CENTERS) AND A MINIMUM OF EVERY 10' ALONG TOTAL LENGTH. ALL BENDS MUST MAINTAIN A MINIMUM 12 �� RADIUS! 4 SINGLE POINT GROUND BAR ALWAYS OBSERVE THE DIRECTIONS SHOWN WHEN PLACING BENDS OR CONNECTIONS TO GROUND RING! USE TWO 2 • (COAX BULKHEAD) — SOLID TINNED WIRE OR TWO (2) 3" COPPER RIBBONS ATTACHED ON OPPOSITE ENDS OF BAR OR BULKHEAD EXTENDING • �`�♦�♦�♦� �� DIRECTLY TO GROUND RING AS SHOWN. ALL WIRE CONNECTIONS TO GROUND RING ARE TO BE CADWELDED, RIBBONS �� CADWELD MAY BE ATTACHED TO GROUND RING WITH A " LSTED" PRESSURE CONNECTION WITH APPROVAL OF CONSTRUCTION • MANAGER. ALL BENDS MUST MAINTAIN A MINIMUM 12" RADIUS! ■ ��I CONNECTOR ��♦�♦�. (TYPE — VS) ® EQUIPMENT INNER BONDING RING — #2 SOLID TINNED WIRE CADWELDED (TO INNER BONDING RING) AT A LOCATION EITHER ABOVE THE SOIL UNE OR JUST ■ / ;(�� \; C � INSIDE INTERIOR OF BUILDING. ALWAYS USE PVC (NONMETALLIC) SLEEVES WHEN ENTERING THE STRUCTURE! THIS TYPE OF . 4 FINISH GRADE ;;; 0 Y BOND IS REQUIRED AT EACH OUTSIDE CORNER AND AT DISTANCES NOT TO EXCEED 50' ALONG ANY STRAIGHT WALL. ALL 1k�� ( I a ce o m BENDS MUST MAINTAIN A MINIUUM 12° RADIUS! EXTERIOR GROUNDING #2 BARE _ a 1 ' °T'1 8 Q STRANDED COPPER ' �,O \ � / Q - .._ � � C ® . OF FENCE EQUAUZATION BOND — #2 SOLID TINNED WIRE CADWELDED TO BUILDING RING GROUND AND ATTACHED TO EACH INSIDE OR OUTSIDE CORNER FENCE POST AND /OR CONDUCTOR TO GROUND LOOP •• 2 /� � ` t O Q > jD/ I _ _ D GATE POST WITH A ° LISTED ° WIRE CLAMP. PLACE AT A MINIMUM 12 DEPTH (SEE NOTE 11 BELOW FOR CROSSING CLEARANCES). IF % 1 ; -� ` \` 1 E Z . E METALUC POST NOT SET IN CEMENT PLACE AN ADDITIONAL 8' GROUND ROD AT POST LOCATION. D / jl' l E a ® GATE EQUALIZATION BOND — #2 STRANDED COPPER WIRE CADWELDED TO FENCE EQUALIZATION WIRE AND ATTACHED TO EACH GATE POST WITH A "LISTED" WIRE CLAMP. IF \ '% % ' il. � -'�I'8 'r 1— METALLIC POST IS NOT SET IN CEMENT PLACE AN ADDITIONAL 10' GROUND ROD AT EACH POST LOCATION. CADWELD CONNECTION ® POWER / TELEPHONE TRENCH — UTIUTIES CAN EITHER BE PLACED IN SAME TRENCH (NESCRANDUM SEPARATION) OR IN SEPARATE TRENCHED AT A 36" DEPTH. ALWAYS (TYPE — PT) PLACE THESE FACILITIES BELOW WHILE MAINTAINING A 36° HORIZONTAL SEPARATION AND A 12° VERTICAL SEPARATION FROM ANY RADIAL OR RING GROUND SYSTEMS IN, ON, OR ADJACENT TO THE RADIO SITE. B' COPPER CLAD GROUND I® POWER / TELEPHONE ENTRANCE — THE BUILDING RING GROUND MEETS OR EXCEEDS THE NEC ARTICLE 250 UTILITY PROTECTION GROUND. THEREFORE. INFORM LOCAL ROD AT 10' 0. C. INSPECTOR THAT ADDITIONAL GROUND RODS ARE NOT REQUIRED. ALL UTILITY GROUNDS MAY BE ATTACHED TO THE #2 SOLID �►� TINNED BOND WIRE DETAILED IN NOTE J BELOW. IF LOCAL POWER COMPANY CODES REQUIRE AN ADDITIONAL GROUND ROD, BOND THE TWO FACILITIES TOGETHER AT THIS LOCATION. FENCE POST GROUNDING DETAIL ® UTILITY GROUNDING USE #2 SOUD TINNED WIRE PLACED WITHIN 3' OF UTILITY ENTRANCE FACILITY. ALL CONNECTIONS TO GROUND RING ARE TO NOT TO SCALE 9 PACIFIC TELECOM SERVICES, ELECTRODE BOND — BE CADWELDED. CONNECTION TO ENTRANCE FACILITY TO BE WITH A "LISTED" CONNECTION. ALL BENDS MUST MAINTAIN A • LLC MINIMUM 12 RADIUS! 66 M 9. ' mo.. " w.. 95104 °50 Mona: (20G) 342 -9000 F... (205) 903 -9613 RADIAL GROUND / FENCE WHEREVER PRACTICAL. TO REDUCE MAGNETIC COUPUNG, THESE FACILITIES MUST CROSS AT A 90' ANGLE WHILE BOND CROSSINGS — MAINTAINING A MINIMUM 12 VERTICAL SEPARATION. NOTE: ELECTRICAL CONTRACTOR SHALL ORDER INDEPENDANT © COAX GROUNDING KITS — USE INDIVIDUAL "LISTED" GROUNDING KITS FOR EACH COAX CABLE. BOND TO TOWER BONDING BUSS BAR WITH #2 LAB TEST TO DETERMINE GROUND RESISTANCE AND REPORT TO (DATE: 07-0e-0B I STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED CONNECTIONS. AT &T REPRESENTATIVE. NOTIFY AT &T IMMEDIATELY IF RESISTANCE EXCEEDS 5 OHMS. ELECT. CONTRACTOR SHALL ® GROUNDING BUSS BAR KIT — THE GROUNDING BUSS BAR AND ATTACHMENT KIT MUST BE DIRECTLY BOLTED TO THE TOWER STRUCTURE WITHOUT ELECTRICAL INSULATORS. DETERMINE FROM TEST NUMBER OF RODS REQUIRED. COVER (DRAWN BY: � I ® ICE BRIDE BONDING — THE ICE BRIDGE SHOULD NOT BE BONDED TO THE TOWER STRUCTURE! IT SHOULD ONLY BE BONDED AT EACH SUPPORT LEG TO GROUND AND RODS R WELL R DWG. 1 IS TYPIACK ED ARE TO BE BACK FI FI (1) ROD. ALL OTHER LLED. RING AND AT ONE END TO THE ENTRANCE BULKHEAD. USE #2 STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED CONNECTIONS. (CHECKED BY: RBH I O RADIO BAY TO COAX THIS IS THE ONLY CABINET TO GROUND BOND WIRE ATTACHED TO THE RADIO BAY! USE #2 STRANDED INSULATED WIRE WITH 2 BULKHEAD BOND — HOLE CRIMPED CONNECTIONS OR A 3 COPPER STRAP. REVISIONS C) RADIO BAY ISOLATION KIT — CONTACT RADIO EQUIPMENT SUPPLIER FOR SPECIFICATION AND INSTAUATION PROCEDURES. CADWELD GROUNDING WIRE DATE DeeavnoN !um R -01 REV. FINAL CD'S JFO TO ROD (TYPE GR OR GT) RODS TO BE CHAD) REV. FINAL CDs JFO BACK FILLED. _�,T d � GRADE 113 •'4C GROUNDING SYSTEM NOTES , 5 � � a NOT TO SCALE 6 � i �� '� RICHARD.B. HALL • ® � 9 ` e CADWELD CONNECTION AS PER m � / t/5 SEA , WA MFGS. SPECIFICATION. (TYPE —VS) I %�� / '� SLOB 14 \ FENCE POST �� / / � OF ' n I ; � � #2 STRANDED COPPER ( 'i ! GROUND WIRE PW11 1 5/8" X 8' —O GROUNDING WASHINGTON SQUARE ROD AT 10' -0' O.C. MIN. 9585 SW WASHINGTON SQUARE RD . / H i41 �� ; • cTYP.) (P80) TIGARD, OR 97223 1 � I ,� SHEET TITLE IV GROUNDING NOTES & DETAILS \` / SHEET NUMBER NOT USED NOT USED GROUNDING 3 GATE POST GROUND DETAIL GROUNDING ROD (TYP.) E-3.2 4 NOT TO SCALE 2 NOT TO SCALE 1 NOT FOR CONSTRUCTION UNLESS CABLED AS CONSTRUCTION SET STANDARD ALARMS FOR CABINETS /CC +p / t2 _ Pair Alarm Pin Pair Alarm Pin Pair Alarm Pin r we " N 1 26 Wht /Blue Mann 13 1 28 Wht/Blue Commercial Power 1 26 Wht /Blue Commercial Power I „ A9e4ma /a CI 1 Blue/Wht I Blue/Wht 1 Blue/Wht REV >a >- N 2 2 27 Wht/Org Alarm 14 2 27 Wht/Org Generator Power 2 27 Wht/Org Generator Power I 1, 16 n 3 o 2 Org/Wht 2 Org/Wht 2 Org/Wht MELD N o c9 c rn 3 28 Wht/Gm A larm 15 3 28 Wht /Gm Light Fail Beacon 3 28 Wht/Gm Pwr Cabinet Intrusion CANN WIRE z z 3 Gm/Wht 3 Cm/Wht 3 Crn/Wht 0 If 3 4 29 Wht /Bm Alarm 18 4 29 Wht /Bm Light Fail Strobe 4 29 Wht /Bm Battery Discharge :, • 4 Bm/Wht 4 Bm/Wht 4 Bm/Wht O a m Z z° 5 30 Wht /Slate Alarm 17 5 30 Wht /Slate Ught Fail Side 5 30 Wht/Slate Urgent Fuse 1 ' }• V ,-. O 5 Slate/Wht 5 Slote/Wht 5 Slate/Wht 37 1 WASTED PAIRS N e 6 31 Red /Bluo Alarm 18 6 31 Red /Blue 6 31 Red /Blue Battery Disconnect COiaECICR 1 _� _ 8 6 Bl /Red 6 Blue /Red 6 Blue/Red 1R1f�1 REM DESCRIPTION PART( NO./MFG. QTY. NOTES .- ac 1 FM/910 EXTERNAL ALARM /I3 I CMLE. 15 PASS San TIh2•w - 0112 A/R 7 32 Red /Org Alarm 19 7 32 Red /Org 7 32 Red /Org Intrusion 2a In1r(o f au)n 1wsT AA o 24 PRESTONE WE 0 _ 7 Org /Red 7 Org /Red 7 Org /Red 2 � MURAL RAW /u RC mum. mama/ 8 33 Red /Grn Alarm B 33 Red /Gm B 33 Red /Grn Tech on Site xIR /mw FJf1R1YA ALARM 115 24 w WPM 3 • B Gm /Red 8 Gm /Red 8 Gm /Red 22 GROW/ 2 mlatxlaR 1, 78210 2 1 9 34 Red /Brn Alarm 21 9 34 Red /Bm 9 34 Red /Brn Fire Panel /System Fault 4 �� COMM n ALAN Ile 37 � D +�� AMP ' 1)) 9 Bm /Red 9 Bm /Red 9 Bm /Red 9 w1rIm atana 3 Ala. w7DR ROM 155x11941u 1 3 a a>n,/rM1IT UM& NNaI /17 ® M 37 E I,ET, RAMC MX COINEC 10 35 Red /Slate Alarm 22 10 35 Red /Slate Intrusion 10 35 Red /Slate Fire Detected 24 �� IEDIeD w/ �Ews 10 Slate /Red 10 Slate /Red 10 Slate /Red a Bw/f °1A1° / 4 CaaACA ►IRE 6 25 I 11 38 Elk /Blue Alarm 23 11 38 Blk/Blue Tech on Site 11 36 Gilt/Blue Halon Discharge 7 Rm/aD ORO= A sIR Blue/131k 11 Blue /Blk 11 Blue k 2e /� ExtriallL weal /1s 11 Blue / ORa a71PD 5 LABEL 1 :i.. pp 12 37 Blk /Org Alarm 24 12 37 Blk /Org Fire Panel /System Fault 12 37 Blk /Org Temp HI 3 meloth r1RI/RE0 cnE>IIIU+ /s I CC y m 12 Org/Blk 12 Org/Blk 12 Org /BIk a �/eas D1mwe NAM 2I : 1 , \ tq. i— < 13 38 BIk /Gm 13 38 Blk /Gm Fire Detected 13 3B BIk /Gm Red Fault 2B rlDlon - 9 U (p O. p 0 I a0 e -. + 13 Gm /BIk 13 Grn/Blk 13 Gm /Blk 10 IDRUM. AAal 122 s�� 4 n 14 39 BIk /Bm 14 39 BIk /Bm Helen Discharge 14 39 Blk /Brn Rect Fail :e ex ALMA ! t\ °� ■ f ----1 C ® La W 14 Bm /BIk 14 Brn/Blk 14 Bm /Blk m 1 5 < rnpMIND ` a 7 j 15 40 Blk/Sla 15 40 Blk/Slote Temp Hi 15 40 131k/Slate Cony Fault 2,i COG ' ARA /24 ; E Z 3 15 Slate/131k 15 Slate/BM 15 Slate /BIk u ; 'I • r ' 0 E Q rn Y 16 41 Yel /Blue 16 41 Yet /Blue ReRed Fault 18 41 Yel /Blue Conv Fall s ? •'. o 16 Blue/ 18 Blue/Yel 18 Blue/Yel 14 � \ • •1 1 $ I 17 42 Yel /Org 17 42 Yel /Org Rect Fall 17 42 Yel /Org Fuel Low Is i 17 Org/Yel 17 Org/Yel 17 O x NOTE: 18 43 Yel /Grn 18 43 Yel /Gm Cony Foul 18 43 Yel /Grn Light Fail Beacon I THE NOKIA PART NUMBER IS: ASU8640/X)IX 18 Grn /yel 18 Gm /yel 18 Gm /yel 17 WHERE XXX IS THE CABLE LENGTH IN FEET 19 44 Yel /Brn 19 44 Yel /Bm Cony Fail 19 44 Yel /Brn Light Fail Strobe : s re 19 Bm/Yel 19 Brn/Yel 19 Bm/Yel 20 45 Yet /Slate 20 45 Yel /Slate 20 45 Yel /Slote Light Fall Side 19 20 Slate/Yel 20 Slate/Yel 20 Slate/Yet 0 MAIN 21 48 Vio /Blue 21 48 Vio /Blue 21 48 VRo /Blue Copper Thief CONTRACTORS SHALL ULTRASITE BTS ,,. 37 TYPICAL CABLE ASSEMBLY USAGE 21 Blue/Vio 21 Blue/.10 LIRE o 21 Blue/vlo CONFIRM SCOPE AND 37 P54 37 AN CONNECTOR 1 STRIPPED END QTY. EXT. ALARM CABLE 72 47 Vio /Org 22 47 Vio /Org 22 47 VIo /erg CONFIGURATION OF ALARM VIEW 0 uLTRtisrtE BTS uRUrr r•eRLT I 22 io 42 O 22 Org/Vio 23 48 Vio /Gm 23 48 No //Gm �� 48 Via /Gm SYSTEM WiTH AT &T NOT TO SCALE 3 PACIFIC TELECOM SERVICES, /Gm m 23 Gm/Vlo 23 Gm/Vlo 23 Om/Vi C ONSTRUCTION LLC 24 49 Vio /Bm 24 49 Vlo/Bm 24 49 Vio /Bm COORDINATOR AT BID WALK LENGTH a >a + o we rw Amu,. S. s.R4 asg sea.. WA. gales 24 Bm�o 24 Brn/Vio /Sl 24 Vio \ Plum: .,.: MA) ) sox -ggoo ro.: (250) gar -e501-5513 25 50 Vlo /slate 25 50 Via/Slate 25 50 Vlo /slate (--- 8 \\ 25 Stota�o 25 Slate/Vlo 25 Slate/Vio ? , merrweaaw I (DATE: I 07 -06-08 No IONA PART ran®' Color Code Color Code T--------D �j � I 1 (DRAWN BY: 3o I REV Cbl s# C® Use Definition Class Class State Pr. White /Blue Blue/White _// SWELL: MO 1 0 1 Preassigned MajorPowerFaliure Major A2 N.C. 28 ymita /Orange Orange/White MCC 1 1 2 Preassigned MinorPowerFailure Minor A3 N.C. 27 O 1 2 3 Preassigned ACPowerFallure Critical Al N.C. 28 White /Green Green/White --t F— � 1 'CHECKED BY: I 1 3 4 Preassigned Powercabinetintruslon Major A2 N.C. 29 White/Brown Brown Ite �J REIN 4 5 Preassl ned BetterryyDiacha a Major A2 N.C. 30 White /Slate Slate hite 1 5 6 Preassigned UrgentFuse Critical Al N.C. 31 Red /Blue Blue /Red tir 1 r ) 1 119151311 PAIRS REVISIONS 1 8 7 Preassigned Battery Disconnect Motor A2 N.C. 32 Red /Orange Orange /Red 37 CONNECTOR 1 1 DAlE 061RIF10N W11w 1 7 8 User Defined Intrusion Minor A3 N.C. 1 • ITEM DESCRIPTION PART M0./MFT, OW. NOTES 1145-411 REV. m rwnl eC s JFo 1 6 9 User Defined Tech on Site Warning 01 N.C. 2 White /Blue Blue/White • �� • 7 DREW/ ALARM 11 1 CARE. s PARS. NR 014545 REV. ® rwAL CD's .IFO 1 9 10 User Defined Fire Panel /System Fault Major A2 N.C. 3 White /Orange Orange/White POWER se wNr/aRC CROWD 119510). 24 pia. 1 10 11 User Defined Fire Detected Critical Al N.C. 4 White /Green Green/White ° CRe/(ert Exlaasu A1Aau /z Plc e&1AI S1alIID w/ ajtD d >A 1 11 12 User Defined Halon Diecharge Critical Al N.C. 5 White /Brown Brown/White 27 "" L NARY /3 0 OBVN �ji`� ' �[� White /Slate Slate/White s A =RD 2 0°METIm 1. 205210-2 I 1 12 13 User Defined Temp HI Critical Al N.C. 8 00 1 NT 1 13 14 User Defined Red Fault Minor A3 N.C. 7 a WOW/ N 37 AN 0 mrEnoR uaE pp °/ IA 1 14 15 User Defined Red Fail Major A2 N.C. B Red Blue /Red maAaa vnn GROW) S 3 ma¢1DR IHY0 169111949E 1 4 RICHARD B. HALL 1 15 18 User Defined Cony Fault Minor A3 N.C. 9 Red /Orange Orange /Red ee II � n1r AIARM /5 m 'Er, lust NM Coal 2 16 17 Uaer Defined Cony Fall Major A2 N.C. 10 Red /Green Green /Red _ Rm 1Bw IMMO W 2 17 18 User Defined Power Critical Commercial Critical Al N.C. 11 Red /Brown Brown /Red 3 ewA&n /B 4 CONTACT.MNE e- °5505 -2 37 �j � �/ GROOM 2 16 19 User Defined Gen Running Warning 01 N.C. 12 ALARM 68 u RED/0110 EXTERNAL p A� IERNAL AIA • 2 19 20 Ueer Defined Gen Fault Major A2 N.C. 13 Red/Slate Slate /Red BLOCK 32 RED BROAD 5 LABEL I (/3 SEA / WA 2 20 21 User Defined Fuel Law Critical Al N.C. 14 Black/Blue Blue /Black 14 aw ra0 COMM ALMA /e a um I ? 1 2 21 22 User Defined Ught Fail Beacon Critical Al N.C. • 15 Btoek /Orange Orange /Black 1 g RED/aw A1Aw DUE ID TAG .9 5008 4 � 2 22 23 User Defined Light Fall Strobe Critical Al N.C. 16 Block /Green Green /Block 0 K GROIN) ~ F r E I D I M 2 23 24 User Defined Ught Fail Side Critical Al N.C. 17 EQUIPMENT 1 e EYIFIRNL ALMA /10 OF V' 2 24 25 User Defined Copper Thief Critical Al N.C. 1B Black/Brawn Brown/Black POWER ,R n Bur PE D tAwaa / 11 2 25 26 User Defined N.C. 19 Black/Slate Slate/Black 2 26 27 User Defined N.C. 20 Yellow /Blue Blue/Yellow "c s ex 1°11 K rROUID 2 27 28 User Defined N.C. 21Yellow /Orange Orange/Yellow ��— 37 aRalax +20.50 Alva) /12 SfiE 2 28 29 User Defined N.C. 22 Yellow /Green Green/Yellow _ 2i cur � 1 � ( PW11 2 29 30 User Defined N.C. 23 Yellow/Brown Brown/Yellow 8111/BiRI 2 30 31 User Defined N.C. 24 Yellow /Slate Slate/Yellow 21 IR+R ISP� NOTE #1: WASHINGTON SQUARE 2 31 32 User Defined N.C. 25 Violet/Blue Blue/Violet 3 DT CO3 9585 SW WASHINGTON SQUARE RD Violet/Orange Orange/Violet 22 v� THE NOKIA PART NUMBER IS: ASU8640/)0(X • WHERE XXX IS THE CABLE LENGTH W FEET TIGARD. OR 97223 Violet /Green Green/Violet 23 e1u V5P NOTE #2: Violet /Brown Brown /Violet 3 au Coe ITEM 813: AA=VENDER CODE, YY=YFAR BUILT, tiRertJ5let• Sif t I I : •: ' 1 s Ds Cos WW =WEEK OF FABRICATION, NNNN ■BATCH NUMBER SHEET TITLE MW Fault • • s CFL” vsP OR UNIQUE CABLE IDENTIFIER MW Fail GENERATOR 1B ' STANDARD CABINET ALARMS Gen Disabled POWER 0 LIMN CONTROL Temp WE VOLE TYPICAL CABLE ASSEMBLY USAGE OSX Fuse Fail 37 ON—LINE D I A G RA M 1 o c a ,Fuse o Er.,o CONNECTOR 1 STR IPPED END QTY. OUT PUT C AB L E E SHEET NUMBER B aty Discharge J Standard Alarms for Lucent REM VIEW ULTRASITE 915 UMW GBwLT NOT TO SCALE NOT TO SCALE NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). N CODE STRUCTURAL STEEL • 0 ALL MATERIALS, WORKMANSHIP, DESIGN. AND CONSTRUCTION SHALL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN' — 171 ' 3 0 C TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, 0 m 06 CD o (IBC), 2003 EDITION OR EIA / TIA 222F, AS ADOPTED BY THE CITY OF FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", 3 z ( a SEATTLE. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON LATEST EDITION. ‘W 7 ° I` 3 THE DRAWINGS SHALL BE THE LATEST EDITION. C m z i STRUCTURAL MATERIAL (UNLESS NOTED OTHERWISE) } o PESIGN LOAD STRUCTURAL STEEL –ASTM A -36 ,) o CONNECTION MATERIAL, –ASTM A -36 • PLATFORM LIVE LOADS: 60 PSF EMBEDED ITEMS, m re SNOW LOADS: 25 PSF CHANNELS, ANGLES, BASE PLATE, & MISC. STEEL WIND LOAD: 85 MPH (3 SECOND GUST). EXPOSURE "C" STRUCTURAL TUBE –ASTM A -500, Grade B . . WIND LOAD IMPORTANCE FACTOR = 1.0 (NON– ESSENTIAL FACILITIES) STRUCTURAL PIPE –ASTM A -53, Grade B SEISMIC IMPORTANCE FACTOR = 1.0 ALL WELDING SHALL BE DONE USING 70kat LOW HYDROGEN SEISMIC DESIGN SPECTRAL RESPONSE ACCELERATION (Sas) = 0.327g ELECTRODES AND WELDING SHALL CONFORM TO AWS D1.1 -96. WHERE SEISMIC DESIGN CATEGORY = "C" FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5.8 IN AWS D1.1 -96. . GENERAL 17' -6 3 / 4 " - ! \ \ \ \�'; c 1 BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM / II� \ \ \ �� O – cow STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH A325 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS I; 8 a o rn co ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR NOTED OTHERWISE. 10 3/4" • ; ° '� „ a / BIDDING AND CONSTRUCTION. . - - . a 15 3 ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM 5' -2" 5' -0" 2' -6" I 2' -6" / / / 1 o:. p .J 24 "0 CONCRETE PIER 1`, a E C CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR Al23. (3500 PSI – 6 SACK . Z („ – �I COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE MIX) 1 1' : � E < '� BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES l i � � i o o P TO SATISFY THE REQUIREMENTS OF AISC MAUAL OF STEEL R J C C G. „,:,...t..,, C � CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND CONSTRUCTION. / I \ WI 2x26/ / II MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT _ _ ,� AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. NON– STRUCTURAL CONNECTIONS FOR HANDRAIL LADDERS AND STEEL ` . , k -- \ - I 0 GRATING MAY USE 5/8 "0 GALVANIZED ASTM A307, BOLTS. - - — j p — , C CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND W8x18 I I a • TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND WELDING • STIFFENING ARE INSTALLED. I I WRITING ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN I � I I \ �r CONTRACTOR – INITIATED CHANGES SHALL BE SUBMITTED IN WRNG TO WELDING SOCIETY CODE AWS D1.1, "WELDING IN BUILDING — THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION ° . ELECTRODES SHALL MATCH BASE METALS AS In ryry IIII I 1 W8x18 ( / {! ' FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS SPECIFIED IN AISC TABLE J2.5 AND AWS TABLE 4.1.1. ALL WELDING x IIII�II / ONLY WILL NOT SATISFY THIS REQUIREMENT. SHALL BE CONDUCTED BY WABO CERTIFIED WELDERS I / I� / I PACIFIC TELECOM SERVICES, 0 0 m IIIII IIIII / IIIII1II!1 I/ I V I LLC DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. ,SUBMITAL - o a x r ,III IIIIIIIIIIIII I I s� s� ' .. w . a� s ee a 6S0 WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A ^ J IIIIIIIIIIIIIIIIIIIII IIIIIillllll •III o 0 o o I N () 31 = -9999 ."a (999) 903 8513 SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ° x x J x x CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS. IF 111111111111111111111111111111lll I III 3 _5 - - - 3 1I i :: 10 THE ARCHITECT AND THE STRUCTURAL ENGINEER. THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lI I III 30 STRUCTURAL DRAWINGS. THEY SHALL BEAR THE SEAL AND SIGNATURE II j (D' 07-07 OF THE WASHINGTON STATE REGISTERED PROFESSIONAL PROFESSIONAL IIII IIIIIIIIIIIIIIIIIIIIIIIIIHI 1 ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. IIIIIIIIIIIIIIM1111IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIII II , DRAwN BY: ILIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIII r -, 1 ` ( OD I ; STRUCTURAL NOTES 4 11 ! �IliI1IUIIIIIII w,2x26/ I.:� �- --- - - - -•- = rr= —_� \ rr (CHECKED BY I Li ,- •� �9rL'1�� j ` 1 ` / RBH L (2) 13/1 "0 REVISIONS C HOLES FOR DATE DESCRIPTOR I aox DDD 3/4 "0 BOLTS W8 18' - 0" 56.01 REV. R0101. CD'S .rFO (2) 13/16 "0 HOLES (TYP) I PLATFORM l x GALVANIZED GRATING 01.01-0) REV. cos �Fo FOR 3/4 BOLTS W!SE d � (' ( I w v W12 1Ys 0 HANDRAIL (GRATING PACIFIC 'TYPE EQUIPMENTS ON '+Q — W -19 -4" OR EQUAL) STEEL PLATFORM 5� W12 1X" BAR GRATING 3/6" THK FULL PROVIDE SADDLE CUP ` ,�i ANCHORS FOR SECURING RICHARD B. HALL el DEPTH GUSSET GRATING TO STEEL BEAM � / – w PLATE ' 11111111111% 11111111111111111111111111111111 _J." �• i ® '; (J) SEA , WA c p • ® •� HOLTS / FOR � F'1I I,' �.9 UN M ui 3/4"0 BOLTS " �— w W8 PER BEAM CONN .1N 4 1/2" OF ..... I1 ` 3 , 3X3XY4 �1�� BXBX)¢" PLATE SITE 3 16 r TYP STRUCTURAL �� PW71 TUBING WASHINGTON SQUARE r 3/8" THK FULL 9585 SW WASHINGTON SQUARE RD DEPTH GUSSET TIGARD, OR 223 PLATE SHEET TITTLE STRUCTURAL NO & FRAMING PLAN ' TYPICAL CONNECTION DETAIL CONNECTION DETAIL EQUIPMENT PLATFORM FRAMING PLAN SHEET NUMBER 24 "xa6' CALE. 1 1/2' =1' -0" 3 24x 6" S SCALE 1 1/2� 1 2 2 ' " SCALE 3 8' =1' -0' S ° 1 11 x17" SCALE: 3/4 " =1' -0" 11 x17 SCALE: 3/4r=1 11 SCALE: 36 " =1' -0' • NOT FOR CONSTRUCTION UNLESS FABLED AS CONSTRUCTION SET i v d L PROPOSED AT &T ANTENNA PROPOSED FRP SHROUD (SEE DETAIL ON SHEET 3/A -3.1) EXISTING 30 "O MONOPOLE .l Cl HDG STEEL RINGS NOT SHOWN FOR CLARRY r cv FASTENED W/ X2 /6 n 3 m ANTENNA PIPE MOUNT. BOLTED CONNECTION --- —. PROPOSED FRP p o c o , VALMONT MICROFLECT PART (TOP & BOTTOM) \ SHROUD ASSEMBLY Z Z (2) 4":4'4"x6 / n a HDG STEEL BAND #B1001 OR APPROVED EQUAL ` 9 n 3 PROPOSED FRP GALV Y" FILLET WELD CO o z Z — SHALL BE SHOP ♦�/ >- o SHROUD ASSEMBLY tkillOh- *TRI- SECTOR ADAPTER KR. VALMONT MICROFLECT PART I WELDED BOTH SIDES w x (TO PIPE & RING) ¢ 081865 OR APPROVED EQUAL - EXISTING 30"0 MONOPOLE r VALMONT MICROFLECT �! �`- PROPOSED FRP SHROUD � TRI - BRACKET. PART s . ,/ #801068 OR APPROVED \� ))) EQUAL I . \ 04 )„, _,..... ,,,,_ _ ....„, „:„._,.. _. vie 4,-_ , i :,..„....___„u, .: ,, ,,:. ii .:. ,,... a, co ,,,...,:: ,,,,,,, ....... t '#°°: IP P O4 /1 1 011111111° ri,..,:, _. r ipo l .:1 1 l ct ,s , ..,, I I — 4 ,„,,,,,,„, i ,,,,. % (3) Y"THICK �� _ - _ _ `\ ��; ,9 Z x6' -4 ° 0x9' TALL ATTACHED S SHAL 7� 0 �'� ' Q � ' FRP CONCEALMENT I� ,�� COVER PAINTED TO FRP THREADED ROD ..' r • MATCH EXISTING & BOLT CONNECTION i' I _ . 1 _ MONOPOLE SHROUD (TOP & BOTTOM) �, . 1111 ATENNA SHROUD MOUTING PLAN 24 ° x36 ° SCALE: 3/4"=r-0" 1 1 �' PACIFIC TELECOM SERVICES, 11 ° x17" SCALE: 3/8 ° =1'-0" �� :26e rum a LL C s s.1. sso i ' 1 s..w. rx aetoc x6� -4° / �� — ` J (2) 4 °x�4 ( ____ - - ____ w... a) �9: -noon r� (9n9) 903 -esu HDG STEEL BAND 1 � ` .' 11 I 1 '�'I► _ - (SEE DETAIL ON SHEET .\ -1I 3/A -3.1) P ROPOSED AT &T ANTENNA � � ` !DATE o7 - ae - oB I ANTENNA PIPE MOUNT. 1:4,11killi (DRAWN BY: CFO VALMONT MICROFLECT PART 081001 OR APPROVED EQUAL '_ _ - _ _ _ _ - !CHECKED BY: RBN 1; _ -- - - AT &T ANTENNA (SEE DETAIL !' -- - -- TRI - SECTOR ADAPTER KR. / ON SHEET 3/A -3.1) REVISIONS �' VALMONT MICROFLECT PART ." DATE DESCRIPTION INITIAL #B1865 OR APPROVED EQUAL . TRI- SECTOR ADAPTER KR. O-0Y01 REV• FINAL CD JFO ' VALMONT MICROFLECT PART 01 REV. B►FINAL CD .JFO VALMONT MICROFLECT ..- 081865 OR APPROVED EQUAL 0 TRI- BRACKET. PART '� ' AT &T MHA G j S `Cf I II #801068 OR APPROVED . EQUAL � 1 . # CHARD B. HALL � — � ANTENNA PIPE MOUNT. -i f • l' '' VALMONT MICROFLECT PART i 081001 OR APPROVED EQUAL xft SEA 'WA e • I I' I I f ' 5008 ! 1 I11t " ' (2) VALMONT MICROFLECT ��F OF �O i I. . � !;'-' ' TRI- BRACKET. PART PROPOSED FRP SHROUD #801068 OR APPROVED ° ' I' EQUAL SITE WASHINGTON SQUARE was 9585 SW WASHINGTON SQUARE RD PROPOSED FRP EXISTING 30 ° 0 MONOPOLE TIGARD, OR 97223 (2) 4 °x� °x6' -4' SHROUD ASSEMBLY HOG STEEL BAND • I I SHEET TITLE EXISTING 30 ° 0 MONOPOLE STRUCTURAL DETAILS ANTENNA SHROUD MOUNTING ELEVATION ANTENNA SHROUD MOUNTING DETAIL SHEET NUMBER 11'x17 SCALE: 3/8 0.--00' NOT TO SCALE 1 S-2 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET • i a> 4 "0 HDG STEEL 31¢'0 HDG STEEL Al C1 A7 /4'x 8'x 8' HDG 4 "x 8 "x 8 HDG PIPE FILLET WELDED PIPE FILLET WELDED / a TO BASE PLATE STEEL PLATE EXPANSION BOLTED TO BASE PLATE STEEL PLATE .� ZI ,� ; 0 EXPANSION BOLTED `i O 0c rn c Z 0 _ 0 TO 8" CONC SLAB 0 0 TO 8" CONC SLAB (4) 5/8 "0 EXP ,. 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I. ► ►1 4•♦i ► ,11 1 0 111 ►'101 1411�► ►1' • I � 11►1►�• � 1 ►1 • . • • ► ► '/ � • �' ►�► TRUSS ROD 1 ►4 4 4 • •O 1 ► 0U ►1 ►11 <I 1t 1►I ► ��..: •1 ► < ► ►4►1►11 f► <►1 ►,[ / !/ (►•I►•P •I. <t.4) 1 < I ' ■ ► U ti o o 0 (1'1011 ►110, i1 �► 1. ♦' •4/ (141 II U 1 I 10/000 4 4►.� SHEET TITLE �I� ;Qi�1� ►its l._,: 'A 4 4l$l I � 1 � 1� 1•1 ►I ►i► �►�11 ►11 1 1 �� 11 � 1 � 1 1 � � ► 1/1�1 � 1�1 _ Ihl1►/1 4 ft STRUCTURAL DETAILS '40 0 '401. 1 1 1 ••f , -, p� 4 :041 111 r l .. • • ► ►0 041 - 410 , 1.4110 1 • • � ► ►< ►11111► ■I LOG1►'IW �I / :100 IIIA /►_.1►,.1A P 11 TF•'M ' SHEET NUMBER GATE DETAIL" 3 FENCE DETAIL 24 °x38° SALE: 1/2' =1' -0" 24' 38" SCALE: 3 4 ° =1' -0° 1 S — 3 V 11' x17 ° SCALE: 1/4 ° =1' -0 11 x17 SCALE: /8 ° =1' -0 NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET I u.,2c3 -- 0 - 03 Co 2 Pier Structural Engineering Corp. ' 55 Northfield Drive E, Suite 198 Waterloo, ON N2K 3T6 • TEL: 519- 885 -3806 • Fax: 519 - 886 -0076 www.p- sec.ca t> Specializing in Communication Tower Engineering RECEIVE August 26, 2008 Elaine Neumann, Tower Structural Analyst Crown Castle USA, Inc. OCT 2 9 20r 5350 N. 48th St., Suite 305 Chandler, AZ 85226 CITY OFTIGARL Subject: Structural Analysis Report BUILDING DIVISiniv Carrier Designation: Carrier Co- Locate: AT &T MOBILITY Carrier Site Number: PW11 Carrier Site Name: WASHINGTON SQUARE Crown Castle Designation: Crown Castle BU Number: 879570 Crown Castle Site Name: WASHINGTON SQUARE MALL Crown Castle JDE Job Number: 109108 Crown Castle WO Number: 226522 Engineering Firm Designation: P -SEC Project Number: 2294 Site Data: 9585 SW Washington S Rd Tigard, Washington County, OR 97223 Latitude: 45° 27' 10.7 ", Longitude: 122° 46' 41.6" 75 -ft ROHN Monopole Dear Elaine Neumann, Pier Structural Engineering Corp. (P -SEC) is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the aforementioned structure. This analysis has been performed • in accordance with Crown Castle's Structural 'Statement of Work' and the terms of the Crown Castle Purchase Order 300127, in accordance with application 67381, revision 2. The purpose of the analysis is to determine the acceptability of the structure stress level. Based on our analysis we have determined the structure stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Reserved + Proposed Equipment Sufficient Capacity Note, see Table I and 11 for the proposed and existing /reserved loading respectively. The analysis has been performed in accordance with the TIA/EIA -222 -F Standard and local building codes requirements based upon a wind speed of 80 mph fastest mile. We at P -SEC appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA, Inc. If you have any questions or need f i ler ass'stance regarding this project or any other projects, please call us anytime. ,O P S Respec Ily s • i ed, ■'5/ $ E`er ' 'E o k' O OR GOy O Martin Piercey, PE, P.Eng., MBA �A /8 ER '0 et, G(<1 -k EXPIRATION DATE: 44 14 Pier Structural Engineering Corp. 55 Northfield Drive E, Suite 198 Waterloo, ON N2K 3T6 TEL: 519 - 885 -3806 Fax: 519 - 886 -0076 • 1 l www.p-sec.ca I ' i ® ) Specializing in Communication Tower Engineering August 26, 2008 Elaine Neumann, Tower Structural Analyst Crown Castle USA, Inc. 5350 N. 48th St., Suite 305 Chandler, AZ 85226 Subject: Structural Analysis Report Carrier Designation: Carrier Co- Locate: AT&T MOBILITY Carrier Site Number: PW11 Carrier Site Name: WASHINGTON SQUARE Crown Castle Designation: Crown Castle BU Number: 879570 Crown Castle Site Name: WASHINGTON SQUARE MALL Crown Castle JDE Job Number: 109108 Crown Castle WO Number: 226522 Engineering Firm Designation: P -SEC Project Number: 2294 Site Data: 9585 SW Washington Sq Rd, Tigard, Washington County, OR 97223 Latitude: 45° 27' 10.7 ", Longitude: 122° 46' 41.6" 75 -ft ROHN Monopole Dear Elaine Neumann, Pier Structural Engineering Corp. (P -SEC) is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the aforementioned structure. This analysis has been performed in accordance with Crown Castle's Structural 'Statement of Work' and the terms of the Crown Castle Purchase Order 300127, in accordance with application 67381, revision 2. The purpose of the analysis is to determine the acceptability of the structure stress level. Based on our analysis we have determined the structure stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Reserved + Proposed Equipment Sufficient Capacity Note, see Table I and 11 for the proposed and existing/reserved loading respectively. The analysis has been performed in accordance with the TIA/EIA -222 -F Standard and local building codes requirements based upon a wind speed of 80 mph fastest mile. We at P -SEC appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA, Inc. If you have any questions or need further assistance regarding this project or any other projects, please call us anytime. Respectfully submitted, Martin Piercey, PE, P.Eng., MBA Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 — Application 67381, Revision 2 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 — Proposed Antenna and Cable Configuration Table 2 — Existing & Reserved Antenna.and Cable Configuration Table 3 — Design Antenna and Cable Configuration 3) ANALYSIS PROCEDURE Table 4 — Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 — Section & Foundation Capacity 4.1) Recommendations • 5) APPENDIX A RISA Tower Output (for LC1) 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations • ti 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TEL: 519 -885 -3806 • Fax: 519- 886-0076 www.p- sec.ca Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 - Application 67381, Revision 2 Page 3 . 1) INTRODUCTION We have completed the structural analysis for the existing 75-ft monopole structure, located at the above referenced site. The structure was designed by Rohn in 2000 for a wind speed of 85 mph per TIA/EIA- 222 -F. 2) ANALYSIS CRITERIA The following design parameters have been used in our analysis: Design Standard: TIA/EIA -222 -F and local building codes County /State: Washington County, OR Wind Speeds: CASE 1 80 mph (fastest mile; 100 mph 3- second gust) CASE 2 69 mph (fastest mile) with 1/2" radial solid ice CASE 3 50 mph (fastest mile) for Serviceability Allowable Stress: Increased 1 /3 Table 1 — Proposed Antenna and Cable Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elev (ft) Antennas Manufacturer Lines Size (in) 72 ! 3 } Andrew 1 QBXLH -6565A -VTM ' 12 1 7/8" 72 i 12 Kathrein i 860 10025 1 — _ _ 72 i 12 Powerwave I LGP214nn 1 -_ __ 1 T - 72 i — — Flus M ounted — . Table 2 — Existing & Reserved Antenna and Cable Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elev (ft) Antennas Manufacturer Lines Size (in) • ,� 84 l 3 EMS Wireless -- RR65- 18 -04DP — 1 6 1 1 -5/8" ; 84 1 84 � — I EMS Wireless 130" Accellerator (152" long) I — 1 — The installed loading is the same as the MLA loading for this elevation. Table 3 — Design Antenna and Cable Configuration Center Number 1 Number I Feed Mountin Line of Antenna Antenna Model of Feed Line Level (ft) Elev (ft) Antennas Manufacturer Lines Size (in) 81.5 ! 81.5 1 1 1 EMS Wireless 130" Accellerator (13 "x152 ") 1 12 1 7/8" j • The above configuration is taken from Rohn drawing A001464 dated 7/11t2000. 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TEL.: 519 - 885,3806 • Fax: 519 - 886 -0076 www.psec.ca Crown Castle USA, Inc. 8/26/2008 • 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 — Application 67381, Revision 2 Page 4 . 3) ANALYSIS PROCEDURE Table 4 — Documents Provided Document 1 Remarks Reference I Source Tower Drawings i Existing 75 -ft structure, Rohn Dwg 1626447 1 CCIsites No. A001464 dated 7/11 /2000 - i -- - - -- -- — - - -- -- — - - - - - - - -- T -- -- Tower Foundations ! Existing designed foundation, Rohn [ 1625445 1 CCIsites Dwg No. A001482 dated 7/14/2000 I —_ — - 1 _ _j 1 Soils report, ADaPT Job No. 1 T ` — Geotechnical Report I OR99 -2522 dated 8/11/1999 1574694 � CClsites Proposed AT &T MOBILITY Loading, Online Application 1 6 CCI dated 8/20/2008 i - - -- -- I -- - - - PCR Drawings Existing loading documentation, 67381 CCI i dated 8/20/2008 i 3.1) Analysis Method Risa Tower (version 5.2.0.1), a commercially available communication tower analysis software package, was used to create a three - dimensional model of the structure and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1. The structure & foundations were built in accordance with the manufacturer's specifications. 2. The structure has been maintained in accordance with the manufacturer's specifications. . 3. The configuration of antennas, transmission lines, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings 4. When applicable, the transmission cables are considered as structural components for calculating wind Toads as allowed by TIA/EIA- 222 -F. 5. The existing, reserved and proposed feed lines can be reviewed in Appendix B. This analysis may be affected if any assumptions are not valid or have been made in error. PSEC should be notified to determine the effect on the structural integrity of the tower. 55 Northfield Drive , East, Suite 198, Waterloo ♦ ON N2K 3T6 • TEL' 519 - 885 -3806 • Fax: 519 - 886-0076 • www.psec.ca Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 - Application 67381, Revision 2 Page 5 . 4) ANALYSIS RESULTS Refer to the attached Computer Summary sheets for detailed analysis results. Table 5a — Section Capacity (Summary) 1 Section ! Elevation (ft) Component Type Critical SF•P_allow °A pass I Fall No. Size Element) P (K) (K) Capacity - L1 75 - 40 Pole I TP30x30x0.375 1 I -5.91 1 844.70 14.4 I Pass j L2 - -- - 40 - 0 -- -- Pole j TP30x30x0.375 2 -11.06 ; 844.70 —T 38.4 Pass 1 I l I - 1 'Summary __— _..._._. - � - - - -- - - -- r- - - -- - - - - Pole L2 38A I Pass —T - Splice Plate r 52.8 7 Pass — — ; _.... -- - - - - - - - �— - Splice Bolts T 22.7 1 _ 2. r — _..._. —. Pass — -- I i I I Base Plate I 28.6 7 Pass i - -. -- '- -- - -- i I 1 Anchor Rods I 26.1 r Pass - 1 - - -- -- - .• --. - - - -� - - RATING - t 52.8 Pass - Table 5b — Foundation Capacity (Summary) Notes Component I Elevation (ft) 1 % Capacity Pass / Fall 2 I Base Plate - - - - -- -- -- 28.6 Pass 2 T Anchor Rods 26.1 - - -- I - - Pass 1 - -- 2 - -- - - -- i Foundation f -- - - - - - -- - -�• _ 55.0 - - -• T • Pass - - - Structure Rating (max from all components) = 1 55% Notes: 1) See full member breakdown and section capacities in Appendix A. 2) See additional documentation in Appendix C for supporting calculations. 4.1) Recommendations The existing 75-ft monopole located in Washington County (WASHINGTON SQUARE MALL), OR is structurally acceptable based on the TIA/EIA -222 -F Standard and local building codes for a basic wind speed of 80 mph (fastest mile; 100 mph 3- second gust). No modifications are required for the proposed loading. end. 879570-67381 SA Report - 08.26.2008.doc . 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TES: 519 - 885 -3806 • Fax: 519 - 886-0076 www.p- sec.ca • Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 — Application 67381, Revision 2 APPENDIX A RISATOWER OUTPUT (FOR LC1) 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TEL' 519 - 885-3806 • FAX: 519 - 886-0076 www.p- sec.ca • • DESIGNED APPURTENANCE LOADING i r TYPE ELEVATION 1 TYPE — ] ELEVATION RR65- 18-04DP (Canal 84' E) _ 184 I (4) 860 10025 (Carder 77 P) 72 1 • RR65-t8-040P (Cart 184 (Carrier 84' E) 1 (4) 860 10025 (Cartier 77 P) i 72 1 R 18-04DP (Caner 84' E) 164 — _ — (4) 860 10025 (Cartier 72 P) 122 _1 1 130' AMCELlMata (Cartier 84' E) 184 1(4) L r________. GP214nn (Cartier 77 P) ! 72 . - -' 75 0 n 130• . B.I.8ndar (Cana 84' E) 178 (4) LGP214nn (Cartier 77 P) 1 � 72 _ 1 —�._ 1 rte. 1 j oaxL14s565A-VT (Calla 72 P) I72 1 1 (4) LGP214481 (Cana 77 P) 72 I ! oe%46565A -VTM (Carla 77 P) 172 IFlush Mouse (Cartier 77 P) 1 72 1 • I j LF Io axi.H- 6565ltiVrM (Cartier 72 P) 172 I 1 MATERIAL STRENGTH i 1 � I GRADE 1 Fy 1 Fu 1 GRADE 1 Fy 1 Fu j ! i i 1 At3352 152 ksi . ; 66 kW ' TOWER DESIGN NOTES 1. Tower is located in Washington County, Oregon j i I I I i 2. Tower designed for a 80 mph basic wind in accordance with the TIA/EIA -222 -F Standard. 3. Tower is also designed fora 69 mph basic wind with 0.50 in ice. i I j I 4. Deflections are based upon a 50 mph wind. gg gg 5. 8 $ I. 6 E - Existing, R/MLA - Reserved, P - Proposed R 7. Proposed loading at the 72ft elevation I 1 i 8. Loading at 84ft installed inside stealth shroud 9. TOWER CAPACITY = 52.8% • l i j i I I 400 _ I _ i _ n 11 I ^ ' 1 • < O ► ; 111111 I j ►iji� i • 1 1 1 j I S i N I a n j g i v ; i 1 j I i I I i I j j AXIAL 13 K — SHEAR \ MOMENT j I 4 K f _ \ 245 kip- ft 69 mph WIND - 0.5000 in ICE AXIAL 11K MOMENT I I k i p - f t ip R I j � 8KI 0 j 1 — o o n �gCTIONS - 80 mph WIND 1 gI , g i i €I iS 1 o Sf1 Pier Structural Engineerine PSEC JOB 2294 (for AT&T) 198-55 Northfield Drive Prcoc 879570 - WASHINGTON SQUARE MALL " � Waterloo, ON N2K 3T6 C ea CROWN CASTLE D ' a " h'' mplercey Apia: ABCLogo Phone: (519) 885-3806 Code TINEIA- 222 -F Date: 08/26/08 NT: FAX: ( 519) 866-0076 Palk WPROJECTSIMM - aa- IWOINs . oeow.M+- J1WWW+e++C eE Da g No. E- Page RISATower Job PSEC JOB 2294 (for AT &T) 1 of 3 Pier Structural Engineering Protect Date 198 -55 Northfield Drive 879570 - WASHINGTON SQUARE MALL 21:41:07 08/26/08 • Waterloo, ON N2K 3T6 Client Designed by Phone: (519) 885 -3806 CROWN CASTLE mpiercey FAX: (519) 886 -0076 Tower Input Data There is a pole section. This tower is designed using the TIA/EIA -222 -F standard. The following design criteria apply: Tower is located in Washington County, Oregon. Basic wind speed of 80 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 50 mph. E - Existing, R/MLA - Reserved, P - Proposed. Proposed loading at the 72ft elevation. Loading at 84ft installed inside stealth shroud. A non - linear (P- delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius fi fi fi Sides in in in in Ll 75' -40' 35' 0' Round 30.0000 30.0000 0.3750 A139 -52 • (52 ksi) L2 40' -0' 40' Round 30.0000 30.0000 0.3750 A139 -52 (52 ksi) Monopole Base Plate Data Base Plate Data Base plate is square Base plate is grouted J Anchor bolt grade A354 -BC Anchor bolt size 1.5000 in Number of bolts 12 Embedment length 72.0000 in p, 3 ksi Grout space 2.0000 in Base plate grade A36 Base plate thickness 2.0000 in Bolt circle diameter 35.0000 in Outer diameter 41.0000 in Inner diameter 30.0000 in Base plate type Plain Plate Page RISATower Job PSEC JOB 2294 (for AT &T) 2 of 3 Project Date Pier Structural Engineering 198 -55 Northfield Drive 879570 - WASHINGTON SQUARE MALL 21:41:07 08/26/08 • Waterloo, ON N1K 3T6 Client Designed by Phone: (519) 885 -3806 CROWN CASTLE mpierCey FAX: (519) 886 -0076 Feed Line /Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total C.A Weight or Shield Type Number Leg fi Ill pl 1 -5/8" Line C No Inside Pole 75' - 0' 6 No Ice 0.00 0.82 (Carrier 84' E) 1/2" Ice 0.00 0.82 •• 7/8" Line C No Inside Pole 72' - 0' 12 No Ice 0.00 0.33 (Carrier 72' P) 1/2" Ice 0.00 0.33 Discrete Tower Loads I Description Face Offset Offsets: Azimuth Placement CAAA C,,A Weight or Type Horz Adjustment Front Side Leg Lateral Vert Ii fi f? !ii K fi fi RR65 -18 -04DP A From Face 0.50 0.0000 84' No Ice 0.00 0.00 0.02 (Carrier 84' E) 0' 1/2" Ice 0.00 0.00 0.04 0' RR65 -18 -04DP B From Face 0.50 0.0000 84' No Ice 0.00 0.00 0.02 (Carrier 84' E) 0' 1/2" Ice 0.00 0.00 0.04 0' RR65- 18-04DP C From Face 0.50 0.0000 84' No Ice 0.00 0.00 0.02 (Carrier 84' E) 0' 1/2" Ice 0.00 0.00 0.04 • 0' 30" AcCELLerator C None 0.0000 78' No ice 12.67 12.67 0.35 (Carrier 84' E) 1/2" Ice 13.09 13.09 0.50 30" AcCELLerator C None 0.0000 84' No Ice 12.67 12.67 0.35 (Carrier 84' E) 1/2" Ice 13.09 13.09 0.50 •• QBXLH- 6565A -VTM A From Face 0.50 0.0000 72' No Ice 11 .58 5.56 0.07 (Carrier 72' P) 0' 1/2" Ice 12.07 5.97 0.14 0 ' QBXLH- 6565A -VTM B From Face 0.50 0.0000 72' No Ice 11.58 5.56 0.07 (Carrier 72' P) 0' 1/2" Ice 12.07 5.97 0.14 0' QBXLH-6565A -VTM C From Face 0.50 0.0000 72' No Ice 11.58 5.56 0.07 (Carrier 72' P) 0' 1/2" Ice 12.07 5.97 0.14 0' (4) 860 10025 A From Face 0.50 0.0000 72' No Ice 0.18 0.15 0.00 (Carrier 72' P) 0' 1/2" Ice 0.25 0.21 0.00 0' (4) 860 10025 B From Face 0.50 0.0000 72' No Ice 0.18 0.15 0.00 (Carrier 72' P) 0' 1/2" Ice 0.25 0.21 0.00 0' (4) 860 10025 C From Face 0.50 0.0000 72' No Ice 0.18 0.15 0.00 (Carrier 72' P) 0' 1/2" Ice 0.25 0.21 0.00 0 ' (4) LGP214no A From Face 0.50 0.0000 72' No Ice 1.23 0.26 0.01 (Carrier 72' P) 0' 1/2" Ice 1.38 0.34 0.02 0' (4) LGP214nn B From Face 0.50 0.0000 72' No Ice 1.23 0.26 0.01 ' (Carrier 72' P) 0' 12" Ice 1.38 0.34 0.02 0' (4) LGP214nn C From Face 0.50 0.0000 72' No Ice 1.23 0.26 0.01 • Page RISATower J PSEC JOB 2294 (for AT &T) 3 of 3 Pier Structural Engineering Project Date 198 -55 Northfield Drive 879570 - WASHINGTON SQUARE MALL 21:41:07 08/26/08 • Waterloo, ON N2K 3T6 Client Designed by Phone: (519) 885 -3806 CROWN CASTLE mpiercey FAX: (519) 886 -0076 p y Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hon Adjustment Front Side Leg lateral Vert f h ft" f? K f fi (Carrier 72' P) 0' 1/2" Ice 1.38 0.34 0.02 0' Flush Mounts C None 0.0000 72' No Ice 4.00 4.00 0.40 (Carrier 72' P) 1/2" ice 6.00 6.00 0.60 I Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 14 13.39 0.00 0.00 Max. H. 11 11.06 5.62 0.00 Max. H. 2 11.06 0.00 5.62 Max. M. 2 307.39 0.00 5.62 Max. M. 5 307.39 -5.62 0.00 Max. Torsion 7 0.00 -2.81 -4.86 Min Vert 2 11.06 0.00 5.62 Min. H. 5 11.06 -5.62 0.00 Min. H. 8 11.06 0.00 -5.62 Min. M. 8 - 307.39 0.00 -5.62 Min. M. 11 - 307.39 5.62 0.00 Min. Torsion 9 -0.00 2.81 -4.86 Section Capacity Table Section Elevation Component Size Critical P SF•P % Pass No. fi Type Element K K Capacity Fail Ll 75 - 40 Pole TP30x30x0.375 1 -5.91 844.70 14.4 Pass L2 40 - 0 Pole TP30x30x0.375 2 -11.06 844.70 38.4 Pass Summary Pole (L2) 38.4 Pass Splice Plate 52.8 Pass Splice Bolts 22.7 Pass Base Plate 28.6 Pass Anchor Rod 26.1 Pass RATING = 52.8 Pass • Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 — Application 67381, Revision 2 APPENDIX B BASE LEVEL DRAWING 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TEL: 519-885-3806 • Fax: 519 - 886-0076 www.p- sec.ca Clients TX LINE LAYOUT VA CROWN. 0 (6) 1 -5/8" TO 84' (E) ►:4►: c4 Radek'. • A 6SUED FOR MIEN 08.28.08 No. Description Date M .fON WION CONDOM ■ DO .Q Of 00NIOi B PNOPNM.B' R -- . NW USE OR 0601090E ODER 9Nw 198 WW1 NUM TO TIE aNO1r MED D sNr041' PN7•.® - P tc 619 tc 8063800 SEC .$ (12) 7/8" 0I. PIER STRUCTURAL ENGINEERING CORP 55 NORTHFIEI.D DR. E. SUITE 198 • • • WATERLOO. ON PM 378 • TO 72' (P) 879570 WASHINGTON SQUARE MALL ROUND MONOPOLE amp LEGEND Cr. ,r TX LINES ) • ® EXISTING S.H. ' ® RESERVED A-1 0 PROPOSED �• �1 Crown Castle USA, Inc. 8/26/2008 75-ft Monopole Structural Analysis CCI BU No. 879570 PSEC Job 2294 — Application 67381, Revision 2 • APPENDIX C ADDITIONAL CALCULATIONS 55 Northfield Drive East, Suite 198, Waterloo • ON N2K 3T6 • TEL: 519 - 885 -3806 • Fax: 519 - 886-0076 www.p - sec.ca 55 Northfield Drive E Job 2294 Page 1 of 1 tNatedoo, ONN2K3T6 Project 879570 - WASHINGTON SQUARE MALL Date 21:41 Ph. 519196.3806 V Fr519-886-0076 Chard CROWN CASTLE Design MLP/SH o�y�wlcwnaeo�waov • r `. ,4011; 1!' •'1 I:ql. :r) rrisVT.M.w'v - - '�.EJaa ,vr,i �, e:• -tHm• » •.!(u'IV• y . : .�w ��1.... i � :) � I :;:l�iTr\'1)��t , µ'if ztidl -. w:!i�: VA ' a:Z IO N 031'3 , „tr " ,.: BASE �`TE�ASIKEiSIS ;. .x., �, „' :;,,�',: MPa - -: i ,�,ir ,A, .. )kt,,r; t oo N4POi ;,..../., CHC) '; LTS ,Pl.j� ,......, :. :;c6.:1..�:a ;k :.., , (: �j rr kkc: ...o,•L,�'s?t- .rk1..,:hrrlyra.J l,d.wYr?�'nr_,•.r�. <i.m';. rnnr:: {�: i) faN,:'r�1Se: Ilh, rr �e•.rnc..,�x'•.:.�x��va^.:. bra. :o.4: ?.:n. . Design !Analysis In Accordance to EIA -222J ALLOWABLE LOADS _ RESULTS Bottom Width. } ; o;.In Moment: 'k�`�ta1 yE ;' 301:6 Mt Shear. A BASE PLATE BASE PLATE PROPERTIES Base Plate Stress 10.3 ksi Plate Type ?;1t6!t >ww'��F..t�� tr ;A36 Base Plate Capacity 36.0 ksi Fy 36 0 ksk Stress Ratio 28.6% Fu 58 0 ksi Passes Plate Width F i;?7;!:F410 0)In i Jkr ` Plate 711k .[I ,ry x2 ,904 in Weld Type - 'N.v or Lap) � r') Bolt Pattern It m�M 3:1 Round or Square Stiffeners gg�� i�tt &`"kv " , kt'i,y. • Yes or No ANCHOR BOLT f•..:t�l i 5 FY4 'f — No. Stiffeners +,. +��;•�.,,, r�'. ' Anchor Bolt Force (c) 30.9 kips . y rd ; . I bolt (1 or 2) Anchor Bon Force m 29.3 kips Sti H9t iji " ?:t',?'+is' !e),r; In Stiffener7hk r,1YfY:ri�nJa[ to Capaaty (Fy) Stress Ratio _ 26.1% kips ANCHOR BOLT PROPERTIES Passes Bolt Type IA354ACIIK :teR Fy 105 0 ksi Fu 125 0 ksi Bolt Diameter i'_5O0 ' gi<i " . • x In (38.1 mm) 8 of Bolts t Ks14t Bolt Cirde (?`- hr5A0O in ( 889 mm ) CALCULATIONS: FORCES: M = 3684 k - ABFT = My/lb - P/n = 29.29 kips ALLOWABLE TENSION FORCE y = 17.5 In ABFC = My/lb + P/n = 30.86 kips ALLOWABLE COMPRESSION FORCE le = 2144 In' P = 11.00 kips I NOTE: Round Bolt Pattern Formula is nearly rdenbcal to n = 14 the Square Bolt Pattern and used for all calculations. BOLT CAPACITIES: AG = 1.767 In' - Gross Area Tall = 0.60AEFy(4/3) = 118.04 kips YIELD STRENGTH & EFFECTIVE AREA (USED) AE = 1.405 In' - Net Area Tall = 0.33AGFu(4/3) = 97.19 kips ULTIMATE STRENGTH & GROSS AREA PLATE CAPACITIES: Iam1 = 1.750 in (BC - Pole Width) / 2 - Bolt/2 Seff = 5.236 inn Deft 1 = 16.000 in (8T) Mt = 54.004 k -in be 2 = 7.854 in [ Bolt c/c Distance ) t = 2.000 in [Thickness 1 Mt / Seff = 10.314 ksi ALLOWABLE PLATE STRESS 0.75 fy (4/3) = 36.000 ksi ALLOWABLE PLATE CAPACITY STIFFENERS: bee 3 = 0.000 in [ Stiffener c/c Distance] lee = 0.000 in "4 t (per side) = 0.000 in ( Thickness) See = 0.000 inA4 H (per side) = 0.000 in ( Effective Height taken as 1/31 Area = 0.000 in' Mt / Seff = 0.000 ksi ALLOWABLE PLATE STRESS y = 0.000 in 0.75 fy (4/3) = 0.000 ksi ALLOWABLE PLATE CAPACITY Plate Widlft O O O O O O O Cade Pole Boa Wrap e O O Waal, O O O O O O O - Plate Width 879570 - Monopole Base Cheek BASE REVIEW Job 2294 Page 1 Of 1 V SEC 55 Northfield Dnvo E wa mdoo, ONN2K3T6 Project Date - WASHINGTON SQUARE MALL Dale 8262008 21:47 Ph 519. 196-3806 Fx. 519- 886-0076 awn CROWN CASTLE Design MLP/SH aeksta+cwaeomeckuo '''"'• : .:;-) : 'k {" O OA ESP CE BO r , 8°'SP ' E PLATEAt 4:1(gIS ` '.' ` Design / Analysis in Accordance to EIA -222 -F ALLOWABLE SPLICE LOADS RESULTS Bottom Width:: .';''- AOO.In Moment "113.50 k41 Atrial: ;. : Shear i .'Y 40ft SPLICE PLATE 40ft SPLICE PLATE PROPERTIES Base Plate Stress 19.0 ksi Plate Type 1.7::11':,:;:;;-::`, 1A_36' Base Plate Capacity 36.0 ksi Fy 36 0 ksi Stress Ratio 52.8% Fu 58 0 ksi Passes Plate Width i:2`7 "''v 0.12SIn Plate Thk i:P - s'a :'S1 500, In Weld Type I .. V'*01i (Butt or UPI Bolt Pattem r . „:..1 . ;,:[Round or Square Stiffeners e•.•,j:•i: ' ;.NtYesorNo 40ft SPLICE BOLT No. Stiffeners r r.!ti . .∎ ; . k , .'r ' I bolt (1or2) ._riT-' T7•'�i , (3.�' �kips Stiffener Hgt V ,.;In • • or ;' oroe (1) a kips StiffenerThk .It•• In • • Or apa` (Fy) • . kips Stress Ratio 22.7% 4Oft SPLICE BOLT PROPERTIES Passes Bolt Type :A32 1 7).'- •:i ' : t .. :.. Fy 85 0 ksi Fu 120.0 ksi Bolt Diameter r : "4:0Bit In (25.4 mm) I 410 ft SPLICE 0 olBolts '• : : :• 24 Bolt Cirde > :. ' - 75.00, In ( 635 mm ) CALCULATIONS: FORCES: M = 1362 k-In ABFT = My/lb - P/n = 8.83 kips ALLOWABLE TENSION FORCE y = 12.5 In ABFc = My/lb + P/n = 9.33 kips ALLOWABLE COMPRESSION FORCE Ib = 1875 In P = 6.00 kips I NOTE: Round Bolt Pattern Formula rs nearly identical to n = 24 the Square Bolt Pattem and used for all calculations BOLT CAPACITIES: Ac = 0.785 In'- Gross Area Tall = 0.60AEFy(4/3) = 41.19 kips YIELD STRENGTH & EFFECTIVE AREA (USED) AE = 0.606 In' - Net Area Tall = 0.33AGFu(4 /3) = 41.47 kips ULTIMATE STRENGTH & GROSS AREA PLATE CAPACITIES: lam = 2.500 in [ BC - Pole Width ] / 2 See = 1.227 in "3 ben 1 = 12.000 in (8T ] Ml = 23.325 k-in bey 2 = 3.272 in ( Bolt do Distance ] t = 1.500 in [ Thickness] Mt / Seff = 19.007 ksi ALLOWABLE PLATE STRESS 0.75 fy (4/3) = 36.000 ksi ALLOWABLE PLATE CAPACITY STIFFENERS: be8 = 0.000 in [ Stiffener do Distance ] lee = 0.000 in "4 t (per fide) = 0.000 in [ Thickness ] See = 0.000 in ^4 H (per awe) = 0.000 in [ Effective Height taken as 1/3] Area = 0.000 in' Mt / Seff = 0.000 ksi ALLOWABLE PLATE STRESS y = 0.000 in 0.75 fy (4/3) = 0.000 ksl ALLOWABLE PLATE CAPACITY Plate Width _ CD° O Cade Pole Wtdkh Pole G�de � O Wwlh O 0 p O O Plate WwOr • 879570 - Monopole Splice Check - 40ft BASE REVIEW CAISSON Version 2.3 Tue Aug 26 21:58:07 2008 . * * * PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995, POWER LINE SYSTEMS, INC.* * * ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ANALYSIS IDENTIFICATION : 60in CAISSON NOTES : 879570 - WASHINGTON SQUARE MALL * ** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 3.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 5.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 0.50 * ** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 C 2.50 0.00 125.0 0.0 2 S 18.00 2.50 125.0 2.464 25.00 * ** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft -k) = 399.0 VERTICAL (k) = 14.3 SHEAR (k) = 7.8 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.54 * ** CALCULATED PIER LENGTH (ft) = 13.000 «< LESS THAN 15.5ft ACTUAL * ** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) C 0.50 2.50 125.0 0.0 0.00 1.75 S 3.00 6.67 125.0 2.464 179.75 6.97 S 9.67 3.33 125.0 2.464 - 166.74 11.42 * ** SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft -k) SHEAR (k) MOMENT (ft -k) 0.00 13.0 651.3 8.4 422.9 1.30 13.0 668.3 8.4 433.9 2.60 13.0 685.2 8.4 444.9 3.90 0.7 696.8 0.5 452.5 5.20 -23.6 682.8 -15.3 443.4 6.50 -55.7 632.1 -36.2 410.5 7.80 -95.6 534.6 -62.1 347.1 9.10 -143.4 380.1 -93.1 246.8 10.40 -134.5 181.7 -87.4 118.0 11.70 -71.2 47.1 -46.2 30.6 13.00 0.0 -0.0 0.0 -0.0 * ** TOTAL REINFORCEMENT PCT = 0.30 REINFORCEMENT AREA (in ^2) = 8.48 * ** USABLE AXIAL CAP. (k) = 14.3 USABLE MOMENT CAP. (ft -k) = 953.4 * ** US Standard Re -Bars 9 1BARS #9 (AREA = 1.00 i n ^2 DIA = 1.128 in) AT SPACING (in) = 17.45 « «< LESS THAN 18 PROVIDED Page 1/1 -o 1 PROPRIETARY INFORMATION m THE INFORMATION CONTAINED IN THIS SET OF E CONSTRUCTION DOCUMENTS IS PROPRIETARY BY O /,/ r — �I II_ NATURE. ANY USE OR DISCLOSURE OTHER THAN >- N /� j `I i�`��1i ��i1 1 STRIC OEDTO AT &T SERVICES IS / � ,.. 1 N1 i1 ,/ , jam,-, 1 1 J $ O c_ c < communications Your world. Delivered. c6 �? FIECEIVED FINAL CONSTUCTION DRAWINGS - W ^ WASHINGTON SQUARE OCT 29 2C08 1 )1))) 9585 SW WASHINGTON SQUARE RD 10-18 -08 TIGARD, OR 97223 CITYOFTJGARD TO BE REVIEWED/ ® ! 9 Ditt 1O1f REDLINED & SIGNED BY P W 1 1 ®id l7a ,]J a7:3��a SAI & AT &T i ��; w 03 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION SHEET INDEX �.. % 8 ao - " . (' -- }+a. - Isr �?,., ml: .'; - ,' ''� SHEET DESCRIPTION 1.._�� M 3 z � ; . . r • r'. APPLICANT; LAND OWNER; s.. 1. -+ E® i .: -1 . ) 1 . J , 11 T -1 TITLE SHEET `Oj 3 8 " 'I +� I' C1 � �� I I AT &T MOBILITY CORPORATION CROWN CASTLE � 4 o o g "� y I , N 1 1 19801 SW 72ND AVE SURE 200 8547 154TH AVENUE NE G -1 GENERAL NOTES ;- -��j' zN • :� ; , .k ,;• -,, I ! iY:` 7•' TUALATIN, O 97062 RED MOND, WA 98052 $ `, 1 � . y } . A -1 PARC PLAN 1.,.44.i; ' o -` ,.... � ", i • `�6e °'' I� f'' ! CONTACT: GERI ROPER CONTACT: KERRY JOHNSON 8 .9 ,I I '� 1 A -1.1 ARCHITECTURAL SITE PLAN ", N -f n - 1- I = 1 - • 1 ,•' ; - -_ PH: (503) 691 -5019 PH (541) 7 33 -3878 L'... - - B"; + . 'F; 11 A -2 ENLARGED SITE PLAN --•. ? \ 7 - 1 ' ;st - `- -.' " .a _ ._t ,t I , I __ ' sa' •1 TOWER OWNER: I .4 � n A i 4 1. I. -1:, � ; . .. i L A -3 ELEVATION(S) i : i t J r r • " � - CROWN CASTLE #BU879570 1 I f t .a o �.I — - T 8547 154TH AVENUE NE A -3.1 ELEVATIONS) � : a " ' • < " E 1' .. I , .`o. t !ii lI ft PROJECT ARCHITECT; REDMOND, WA 98052 A -3.2 EQUIPMENT DETAILS e_= =., i . • •v 16 1.11-1. er ' �e I ' � I r, e + . t...7 II l•:i:j si � - r: J` ) i 2 PA C IFIC TELECOM SE RVI CES, LLC CONTACT: KERRY JOHNSON A -4 CONSTRUCTION DETAILS 1 r,' _ ' .� sy .-•; qp;.s� 1 . ..... I _ s' • - T! I g, � A • ' I r ct I 568 FIRST AVENUE, S., SUITE 650 PH: (773) 399 -4283 • L r , e i+R kl ! P 34,...- - - ` \„ ,-- I � v I PROJECT CONSULTANTS: A -4.1 CONSTRUCTION DETAILS I_I_ SEAT WA 98104 I ; s _ . � *� - € 1, j 1 I OFFICE: 206 464 -4410 A -4.2 CONSTRUCTION DETAILS "'- ......i.., " ''f e \ . � O, 1 ' 1 li ( ) SAI COMMUNICATIONS, INC. Lam �` t x 'ae ;.:a • I . t, I P SITE ,.': r-_,-- - - -.' v ` I: _ _ --- CONTACT: RICHARD B . HALL AIA A -5 CONSTRUCTION DETAILS —4 1 - "' , g ":g lrtn.a _ . _. 130 ANDOVER PARK E., STE 300 PACIFIC TELECOM SERVICES, '. s.P• ice' b'g + `( „•: ° ..«• �. - '� _ - a' , i. ? MOBILE: 425 d ( ) 802 -1219 DETAILS LLC TUKWILA, WA 98188 A -5.1 CONSTRUCTION DlT _ t \ , ,, -• -•'- t • 1 g , . f. \ - k - k 3 • \ . 9, I q _ 568 n,, . 650 1 9 —I oe .'..ey -- - - T �3' \ .1.._..-- -- sivuws — PH: (206) 244 -7484 A -5.2 CONSTRUCTION DETAILS s. .nl.. �. ...Sul:. 0zo o,;r; r. h 1 - I -- P . ,; " Q:LO,a.., [ ,, i ; � . f ` i � F � , � STRUCTURAL ENGINEER; FAX (206) 244 -3055 Phone (206) 342-9000 r... tsl 603 -65I.3 1 SST fl : I . x _ �. _ p m__ ° — ' y rta,a s" -. t' _. RF -1 RF DATA SHEET x'1 • II $ , ! � �;RQ� MORRISON HERSHFIELD y ad a+. I `I �r as �' t •.,5171 i• : 2 66 PERIMETER CENTER EAST, SUITE 600 TEAM LEAD: RF -2 TOWER CONFIGURATION - .s i .: a 14 -- ,' s7.-" x :. '. 1 • Ih.. 1 , - _ � \ 1 r i E - ATLANTA, GA 30346 DAVE ROSCHER 1 , . _ - p , _ _ , E -1 UTILITY PLAN &DETAILS ••v �� - "'' car_,,. ( ' �\'.:._ r PMB #103 PH: (541) 733 -3878 - DATE '. 1: + -, I sc t--•• ' ` V. ., i ( 07 08 w. I ,,p, :r..,w L.--- ' 11 i� " . r� -_ — s. r a: : si— SITE AQUISITION; r � . • `` " 4,„..,...;,. .�/ l °a I � • iy 4 CONTACT: SCOTT STEIDING E -1.1 VERIZON H -FRAME DETAILS _. (770) SUSAN KIMBROUGH DRAWN BY PH: 770 379 - 8500 E -2 ELECTRICAL -TELCO DETAILS • :' ' + $ r 6 %c R, + �+r E -2.1 ELECTRICAL DETAILS I Jrro twa ffi , no A Cv1 : u ,,, . n r. o r . ra,, PH: (603) 318 -5567 0 g J CODE INFORMATION: E -2.2 UTILITY RACK DETAILS c X :.. �+ - - ZONING AGENT: ;i._ -'I , • WmOMNI% 1 '- 51 I r l , ;i- : i i -- ' � ZONING CLASSIFICATION: MUC E -3 SCHEMATIC GROUNDING PLAN (CHECKED BY REIN I I `..- . KRIS CONAXIS BUILDING CODE: 2006 IBC PH: (206) 310 -6732 E -3.1 GROUNDING DETAILS DRIVING DIRECTIONS CONSTRUCTION TYPE: II -8 CONSTRUCTION COORDINATOR: E -3.2 GROUNDING NOTES & DETAILS REVISIONS E -3.3 STANDARD CABINET ALARMS DATE + MAL DAVID LACOMBE m� LEASE EXHIBIT JFO DEPART PORTLAND INTERNATIONAL AIRPORT EXIT TO 1 -205. TAKE PARKING EXIT (LEFT) ONTO NE AIRPORT WAY. TAKE RAMP (RIGHT) ONTO 1 -205 OCCUPANCY: S -2 PH: (503) 369 -1006 S -1 STRUCTURAL NOTES & FRAMING PLAN 0 PRELIM CD JFo [VETERANS MEMORIAL HWY] / 1 -84 / PORTLAND / SALEM. AT EXIT 21B, TAKE RAMP (RIGHT) ONTO 1 -84 / US -30 / PORTLAND. TURN LEFT SITE ACCESS COORDINATOR; S -2 STRUCTURAL DETAILS - - REV. PRELIM CD JFO ONTO RAMP -5 / SALEM. TAKE RAMP (LEFT) ONTO 1 -5 / BEAVERTON / SALEM. AT EXIT 294, TAKE RAMP (RIGHT) ONTO SR -99W [SW BARBUR JURISDICTION: CITY OF TIGARD 10-1148 FINAL cD's JFo BLVD] / TIGARD / NEWBERG. TAKE RAMP (RIGHT) ONTO SR -217 [BEAVERTON- TIGARD HWY] / BEAVERTON / SUNSET HWY. AT EXIT 5, TURN PROPOSED BUILDING USE: TELECOM. KERRY JOHNSON PH: (541) 733 -3878 RIGHT ONTO RAMP GREENBURG RD. / METZGER. TURN RIGHT (NORTH) ONTO SW GREENBURG RD. TURN LEFT (WEST) ONTO SW WASHINGTON SQUARE RD. TURN RIGHT (NORTH) ONTO LOCAL ROAD(S). ARRIVE 9585 SW WASHINGTON SQUARE RD, PORTLAND, OR 97223. PARCEL NUMBER(S); SITE LOCATION: (BASED ON NAD 83) 151260000300 LATITUDE: 45' 27' 10.70 N LONGITUDE: 41.60" TOP OF [E) STRUCTUREAGL: 87.80' AREA ACRES PARCEL: LEGAL DESCRIPTION BASE OF STRUCTURE AMSL: 248.30' NOT FOR CONSTRUCTION UNLESS SEE SHEET G -2 FOR FULL LEGAL DESCRIPTION PROJECT AREA: NEW IMPERVIOUS AREA; LABLED AS CONSTRUCTION SET APPROVAL SIGN OFF OF CONSTRUCTION DRAWINGS ±170 S.F. LEASE AREA 0 S.F. E'.1121 SITE CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT &T SIGN OFF DATE SIGNATURE POWER & TELCO COMPANIES: M ,1/ PW11 EN GERAL INFORMATION: PGE -Z WASHINGTON SQUARE CONSTRUCTION COORDINATOR CONSTRUCTION 1. PARKING REQUIREMENTS ARE UNCHANGED. PH: (800) 332 - 2344 ■� 1 1 9585 SW WASHINGTON SQUARE RD I LANDLORD'S REPRESENTATIVE COMPLIANCE 3. SIGNAA E S P OPO DD PHR 483 - 2000 Ste Letter FoIlow, 1....--.... -( 1 TIGARD. OR 97223 PROJECT MANAGER INTERCONNECT • •SITE ACQUISmoN OPERATIONS PROPOSES PROJECT DESCRIPTION; I, 1 .. _. t' l / Off' • SHEET TITLE ZONING RF ENGINEER TELECOMMUNICATIONS FACILITY CONSISTING OF A THREE-SECTOR ANTENNA ARRAY ��fa'�`�� TITLE SHEET WITH (1) ANTENNAS PER SECTOR FLUSH MOUNTED ON AN EXISTING STEALTH ICC Milli 0.: 1 1 MU 'AZ • REVIEWERS SHALL CLEARLY PLACE INITWS ADJACENT TO MONOPOLE WITH RADIO EQUIPMENT MOUNTED ON A STEEL PLATFORM WITHIN AN SHEET NUMBER EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED EXISTING FENCED EQUIPMENT COMPOUND T -1 OFFICE COPY GENERAL NOTES: GENERAL NOTES (CONT'D). CONCRETE NOTES (CONT'D): ABBREVIATED ROOF TOP SAFETY PROCEDURES co 1. DOS SE OF DOCUMENTS IS INTENDEDWR B U DIMENSIONS r DIAGRAMMATIC PRECEDENCE. 24. CONCEALED (SHROUDS SUPPORT ° FRA ES OR TRIPODS. O THE G R 10. PROTECTION (COVER) FOR REINFORCING stEEll SHALL BE AS (WHEN APPLICABLE): . PURPOSES ONLY. UNLESS NOTED OT ERWISE. THE GENERAL CONTRACTOR'S SHALL COORDINATE WITH THE RIP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL (AR PER ACCIDENT PREVENTION PROGRAM' - BY PERMISSION OF WREN SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, FRP SHROUD IS SIMULATING ON APPEARANCE) DESIGNATED EIOSTWO EXTERIOR BUILDING - FOOTINGS AND OTHER UNFORMED 3" CONSTRUCTION. INC. - 03/01/99) 0 r a LABOR. AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT FACADE MATERIALS, TEXTURES. MID COLORS. THE CONTRACTOR SHALL FURTHERMORE SURFACES. EARTH FACE AS DESCRIBED W THE DRAWINGS AND OWNER'S PROJECT MANUAL. ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN FALL PROTECTION METHODS AND EQUIPMENT Y� - M) 3 tn PHOTOSIMULATIONS ARE PROVIDED. THE CONTRACTOR SHALL ENSURE THAT FINAL - FORMED SURFACES EXPOSED (@6 BARS OR LARGER) 2" ROOF TOP A CTI O N M IONS . 2. PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOIOSIMULATION. SHOP DRAWINGS TO EARTH OR WEATHER (B5 BARS OR SMALLER) 1 1/2° O CSI 001 THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING SHALL BE PROVIDED TO THE GENERAL CONTRACTOR. CONSTRUCTION COORDINATOR. AND PERFORMED WITHIN 25' OF AN UNP ROTECTED ROOF 0. Z N Q THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION ARCHTECT PRIOR TO FABRICATION AND CONSTRUCTION. EDGE, THE 1. FOR WORK IS IS BONG CONSTRUCTION SUPERVISOR SHALL OISIONATE A TRAINED _ 7. 9 IN SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD - STABS AND WALLS (INTERIOR FACE) 3/4° SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE > > N . CONDMONS AND CONFIRM T LU HAT THE PROJECT WILL BE ACCOMPLISHED AS 25. IN THE CASE OF ROOFTOP SOTIONS FOR EQUIPMENT MID OR ANTENNA FRAMES CONSTRUCTION WORI(ERS. O m Z Z SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQU ,.,, CONTRACTORS SHALL 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. • OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF CONFIRM (PRIOR TO SMUTTING 81D) TAM CONSULTING CONSTRUCTION COORDINATOR 2 SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS 0.E. p , LV c) THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - 12. ANCHOR BOLTS TO CONFORM TO ASIA A307. BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE N B RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING co 4 ) ;_ 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORM IN AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND ‘.,) .- ce THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION AND STALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT SLAB SOUJTION S PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS PROCEDURES QNCUIDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING AT LEAST EQUAL TO THE MATERIAL ON WHICH R IS PLACED (3,000 PSI 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AHD OCCURS MINIMUM). AN UNPROTECTED ROOF EDGE: REQUIRES WORKERS TO USE SAFETY LINE REPROVE/EMS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. SHALL SH SAFETY LINE SF BE MINIMUM K' DIAMETER NYLON, WITH A NOMINAL THE BIDDER SHALL BEAR 7HE RESPONSIBILITY OF NOTIFYING (IN WRMNG) 28. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TES FOR 14. ALL EXPANSION ANCHORS 10 BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE 4. SAFETY NE L OF 5400 CBS. THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR ALL CABLE TRAY TIN DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVEN OF APPLICABLE). PLASTIC ZIP DES SHALL NOT BE PERMITTED FOR USE ON AT &T 5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE DISCREPANOES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR PROJECTS. RECOMMENED MANUFACTURE STUD. BE PANDUR CORP. METAL LOCKING TIES STRUCTURE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUR PRODUCT STRUCTURAL STEEL NOTES: DISTRIBUTED BY 1RIARC. & SAFES' UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORO7R 10 4. THE CONTRACTOR SHALL SUPERVISE MD DIRECT THE PROJECT DESCRIBED W REAC EDGE OF ROOF, BUT NOT BEY OND. N W LL THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY 27. A WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM. EXCWDING 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE iI :��; C 0 RESPONSIBLE FOR ALL CONSTRUCTION HEMS, METHODS, TECHNIQUES. HOLIDAYS CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 7. SAFETY BETTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. I 0 Y SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE ; I * O rn WELD STRENGTH WORK UNDER THE CONTRACT. 2. N. FABRICATION 80LTNG, EXPANSION BOLTS, THREADED AND ERECTION (INCLUDING FEU) 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION a -- .... Cu O` M Q AN EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, 11/ 11/ (� 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT D MATERIALS ACCORDING EXPANSON ANCHORS SHALL BE BASED ON THE M.S.C. 'SPECIFICATION FOR INCLUDING: , - - T,, - -� c ytW 3 THE DESIGIL TO MANUFACTURERS/VENDOR'S SPECIFICATIONS UNLESS OR WHERE LOCH_ CO OR ORDINANCES JAKE PREC D NQIED OIHFRWISE DESIGN CRITERIA: BUILDINGS' LATEST EDITION. SUPERVISION BE IN ACCORDANCE WITH INSPECTION OF CONSTRUCTION AREA FOR HAZARDS p = � a l �u O 6. ALL .WORK PERFORMED ON THE PROJECT AND MAMMAS INSTALLED SHALL 1. SHE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2006 IBC CHAPTER 22, BY A QUAUFIID TESTING AGENCY DESIGNATED BY THE USE OF AN 06PECIION CHECKLIST ; E ` � - -, Z cn CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS �. < BE W STRICT ACCORDANCE WITH An. A APPLICABLE CODES, REGULATIONS MD INTERNATIONAL BUILDING CODE 2006 WITH OREGON STATE BALDING CODE INSPECTION REPORTS AND TEST RESULTS. NY REPORTING AND DOCUMENTING A HAZARDS 7; ;i E ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AMENDMENTS (2008 IBC) REPORTING HAZARDS TO THE SAFETY COM AMEE FOR CONSIDERATION '`� `\ �;; 8 M JAWS, ORDINANCES. RULES. REGULA710NS AND LAWFUL ORDERS OF MY L DESIGN IDAOS: & STRUCTURAL SAID. SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: POSING RESULTS OF INSPEC AND A NY ACTO TAKEN 8 PUBUC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND `--... LOCAL AND STATE JURISDICTIONAL DATA FOR c ITY OF 110ARD. OR NAL CODES BEARING ON THE PERFORMANCE TYPE OF MEMBER RECEMNO AN UNBIASED REVIEW OF ON E'S OWN WORK AREA BY ANOT ER COWORKER SAFETY REPRESENTATIVE OF THE WORK. - ROOF SNOW LOAD N/A (MOT A ROOFTOP SOUJHOTQ A PLATES, SHAPES, ANGLES, AND RODS ASTM MB. 38 KSI REFER 10 ROOFTOP WORK AREA SAFETY PROTOCOL 7. GENERAL CONTRACTOR SHALL PROVIDE. AT THE PROJECT SITE, A FULL SET B. SPECIAL SHAPES AND PLATES ASTM A572,� 50 KSI NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND -BASIC WIND SPEED &S MPH (100 UPH 3 SECOND GUSTS) C. PINE COWMNS ASTM A53. Fy 35 KS ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED VRTH 0. STRUCTURAL 'RISING ASTM A500, F Y 48 KS REFERENCED T PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE -TMNND D UKE O E ANCHOR BOLTS ASDA A307 E OSHA REG SHALL. BE REVIEWED BY TOWER HE TILE SHEET IS STAMPED FOR CONSTRUCTION" AND EACH SUCCESSIVE -SEISM CONE D F. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE EQUIPMENT INSTALLERS. AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER 29 CFR 1828.500 - SCOPE. APPUCATTON, MD DEFINITIONS 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACIUDES Al23/Al23LT-00. 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION = ARE NOT 7D BE ALTERED BY MS CONSTRUCTION CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND N PROJECT UNLESS NOTED PRACTICES OTHERWISE CONCRETE NOTES: 5. AU. WELDING WENG SHALL BE CONFORMANCE WITH MS.C. MID AWS STANDARDS AND SHALL BE PERFORMED BY WAB.O. CERTIFIED WELDERS USING E70 /TX PACIFIC TELECOM SERVICES, 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. USRED OR 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH A0-318. ELECTRODES. U ONLY PREQU FlED WEDS (AS DEFINED BY AWE) SHALL BE FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE N CABLE TO THIS FALIUTY D USED. WELDING OF GRADE 80 REINFORCING BARS (IF REQUIRED) SHALL BE LLC I Ammo s., sue. eso OR PROJECT SITE. 2. CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED MID PLACED IN e se M PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 SYMBOLS AND ABBREVIATIONS 5.3014 o .. 14. ACCORDANCE WITH CHAPTER 19 OF THE 2006 IBC. STRENGTHS AT 28 DAYS REINFORCING BARS (F REQUIRED) SHALL BE PERFORMED USING E70 )0( Then. (toe) 542 - 4000 vac (toe) )03 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AND MIX CRITERIA SHALL BE AS FOLLOWS. ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS A/C AIR CONDITIONING HORZ HORIZONTAL SHE SHEET NOT LESS THAN 2 -A OR 2 -A1 06C WITHIN 75 FEET TRAVEL DISTANCE TO NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF AGL ABOVE FINISH GRADE HR HOUR SW SIMILAR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. TYPE OF CONSTRUCTION 26 DAY STRENGTHS W/C MINIMUM CEMENT WELDED BARS. APPROX APPROXIMATELY NT HEIGHT SPEC SPECIE CATION (F0) RATIO CONTENT HVAC HEATING SF SQUARE FOOT 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT OBSTING A SLABS ON GRADE PER CUBIC YARD 6. COL)- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND BLDG BUILDING VENTILATION SS STAINLESS STEEL D PROVEMENTS, EASEMENTS, PAVING. CURBING. ETC. DURING CONSTRUCTION. TOPPING SLABS GALE SHOWN ON THE PLANS PROVIDE MINIMUM SECTION PROPERTIES BUC BLOCKING AIR CONDITIONING S L STEEL "DATE: 07-08-011 UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT CONCRETE PIERS 2.400 P51 5 .45 5 1/2 SACKS INDICATED. ALL COLD -FORMED SEED. FRAMING SHALL CONFORM TO THE A1.55. STRUCT STRUCTURAL MAY HAVE OCCURRED DUE 10 CONSTRUCTION ON OR ABOUT THE PROPERTY. _ B. ALL STRUCNRAL CONCRETE 4,000 PSI 1.45 6 1/2 SACKS CIF CLEAR IN INCH SUSP SUSPENDED 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MO CEILING ID INSIDE DIAMETER STD STUD 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA GLEAN AND HAZARD FREE EXCEPT WALLS MEMBER." CONIC CONCRETE INFO INFORMATION (DRAWN BY: " DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS, AND RUBBISH. JED CONTRACTOR SWILL REMOVE EQUIPMENT NOT SPECIFIED AS REWIRING ON C. CONCRETE WALLS 4,000 PS S .45 7 . BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4° DIA.) CONST CONSTRUCTION WELL INSULATION TNNG THROUGH 8 1/2 SACKS MID SHALL HAVE A MINIMUM OF 7W0 BOLTS UNL ESS NOTED OTHERWISE. CONE CONTINUOUS TNT INTERIOR TNNG 'TINNED THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDMON INC INTERNATIONAL TYP TYPICAL AND FREE FROM PAINT SPOTS. DUST, OR SMUDGES OF ANY NATURE & NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA ASTM 081. DOUBLE BUILDING CODE (CHECKED BY: RBH 13. THE GENEFAI. CONTRACTOR SKULL RECEIVE WRITTEN AUTHORIZATION TO CEMENT SHALL BE ASM C150, PORTAND CEMENT TYPE I1 U. A307 BOLTS UNLESS NOTED OTHERWISE DIA DIAMETER LINO UNLESS NOTED PROCEED WTIH CONSTRUCTION PRIOR 10 STARTING WORK ON ANY ITEM NOT D DIAGONAL LBS POUNDS OTHERWISE MAXIMUM CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & ON DOWN NECK MECHANICAL VERT VERTICAL REVISIONS METHODS AND PROCEDURES OF CONCRETE PLACEMENT. CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS DWG DRAWING MIL METAL VIF VERIFY IN FIELD 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED NOTED OTHERWISE MFR MANUFACTURE DATE DESCRIPTION IIIf1AL HOURS TO AVOID DISNRBWG NORMAL BUSINESS. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE EA EACH MGR MANAGER W/ WMI ma►a LEASE EXHIBIT JFo AIR- ENTRAINED WITH AN NR- ENTRAINING AGENT CONFORMING TO ASTM C260. 10. ALL WELDS TO BE I/4° FILET UNLESS NOTED OTHERWISE 09 PR EUM CD'S JFo 15. THE CONTRACTOR SHALL PROVIDE AT &T PROPER INSURANCE CERTIFICATES C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ELEC ELLY ELECTRON MIN MINIMUM Wp0 MISC Mlv'EI IMEOUS Tip WATER WA PROOF 09 REV. PRELIM NA LNG AT &T AS ADDMONAL INSURED, MD AT &T PROOF OF UCSE(S) MD ACCORDANCE WITH TABLE 190421 OF THE 2006 IBC. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC 7ER L - CO JFO S DI PE & PD INSURANCE RICH PAINT) OR APPROVED EQUAL EQUIP EQUIPMENT NA NOT APPUCABLE 19 _ FINAL co' JEO 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT EXT EXTERIOR WC NOT IN CONTRACT 10, CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING 51), GRADE 60, A PS. EXCEPTIONS: ANY BARS SPECIRCALY SO NTS NOT M SCALE ALL INSPECTIONS. NOTED ON THE DRAWINGS SHALL BE GRADE 40. y=40 000 PSI. GRADE 60 RN FSFH REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED DD LDED SHALL CONFORM FLOOR FLOURESCEN OC ON CENTER 17. CAUTIONI CALL BEFORE YOU OIGI BURIED UNITIES DUST IN THE AREA M ASTM A708. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE TOWER /POLE NOTES: FER FLOOR OD OUTSIDE METER MD U1UIY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE arm FT FOOT ONE -CALL UTDRY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO WELDING PROCEDURES SPECIFIED W AWS. 014 ARE SUBMITTED. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA PLYW0 PLYWOOD CONSTRUCTION. 1-800- 424 -5555 LOADING IS TO BE DONE BY CM CONSULTING. GA GAUGE PROJ PROJECT 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN GALV GALVANIZED PROP PROPERTY 1& CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL GC GENERAL CONTRACTOR PT PRESSURE TREATED SUBMIT TO AT &T ALONG WITH REDUNED CONSTRUCTION SET. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0°. PROVIDE CORNER 2. AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND CRND GROUND REQ REQUIRED BARS AT ALL WALL MW FOOTING INTERSECTIONS. LAP CORNER BARS AT RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. GYP BD GYPSUM WALL BOARD RM ROOM 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIEID BY MARKING (FAST 30 BAR OUNETEIR OR A MINIMUM OF 2•-0'. LAP ADJACENT MATS OF RO ROUGH OPENING NOT FOR CONSTRUCTION UNLESS UP (REDUMNG) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE WELDED WIRE FABRIC A MINIMUM OF 8 AT SIDES AND ENDS. CABLED AS CONSTRUCTION SET REDUNED SET TO AT &T UPON COMPLETION. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR 7. WELDED WIRE FABRIC SHALL CONFORM 7D ASILI A-185. -T- TELEPHONE -E- POWER PARTICIPATION IN 81D WALK -G- GROUND WIRE SITE 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER IRTAUATION W GRADE 80. 1Y °80,000 PS. -COAX COAXIAL CABLE TO 1 WITH -COAX- POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER 9 NO BARS PARTIALLY EMBEDDED IN HMDENID CONCRETE SHALL BE FIELD BENT ANTE NINA WASHINGTON SQUARE INSTALLATION COORDINATION SOLUTIONS) TO NETWORK CARRIER UNLESS SPECIRCALLY SO DEFAIFD OR APPROVED BY THE CONSULTANT. 9585 WASHINGTON REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARARCHITECT. CT. @ 11 cE+TERLINE 11GARD. OR OR 97223 22. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT. MUST BE APPROVED EXISTING BY AT &T CONSTRUCTION MANAGER. NEW I ' 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA % DETAIL NUMBER SHEET TITLE FRAMES WHERE PENETRATION OF DOSING ROOFING MATERIALS OCCUR 7HE SHEET NUMBER GENERAL CONTACTOR SHALL COORCWAI E WITH BUILDING OWNER AND GENERAL NOTES BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTAUATION, PATCH. . REPAIR OR ANY AUGMENTATION 70 THE ROOF. MD HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY G -1 EXISTING PARCEL LEGAL DESCRIPTION: PARCEL 1: (ACCESS ROAD NO. 7) (ACCESS ROAD NO. 2) (LANDLORD TRACT) TOGETHER WFTH A STRIP OF LAND OVER A PORTION OF OAKBURG, A DULY RECORDED PLAT IN SAID WASHINGTON COUNTY AND A PORTION OF SAID TOGETHER WITH THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH. RANGE THAT PACT OF LAND SITUATED IN SECTIONS 26 AND 35. TOWNSHIP 1 SOUTH, SECTION 35, DESCRIBED AS FOLLOWS: 1 WEST OF THE WILLAMETTE MERIDIAN, N THE COUNTY OF WASHINGTON RANGE 1 WEST OF THE WI LLAMETTE MERIDIAN. IN THE CITY OF TIGARD, AND STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS COUNTY OF WASHINGTON AND STATE OF OREGON, MORE PARTICULARLY BEGINNING AT A POINT ON THE NORTHERLY PROLONGATION OF THE FOLLOWS. DESCRIBED AS FOLLOWS: WESTERLY UNE OF LOT 25 OF OAKBURG, A DULY RECORDED PLAT IN SAID COUNTY. DISTANT THEREON NORTH 0'18'12' EAST 25.00 FEET FROM COMMENCING AT THE MOST WESTERLY NORTHWEST CORNER OF THAT TRACT BEGINNING AT THE INTERSECTION OF THE EASTERLY UNE OF THAT TRACT OF THE NORTHWEST CORNER OF SAID LOT; THENCE SOUTH 00'18'12' WEST OF LAND DESCRIBED IN DEED. RECORDED IN BOOK 576, PAGE 196, LAND CONVEYED TO D.W. CREARY BY DEED RECORDED NOVEMBER 5. 30,00 FEET; THENCE SOUTH 85'41'48 EAST 32.44 FEET TO A POINT OF DEED RECORDS OF WASHINGTON COUNTY, OREGON; THENCE NORTH 1965, IN BOOK 576, PAGE 195, RECORDS OF WASHINGTON COUNTY, CURVATURE; THENCE 139.07 FEET ALONG THE ARC OF A 320.00 FOOT 001203' EAST 86.28 FEET TO THE TRUE POINT OF BEGINNING; THENCE OREGON, WITH THE SOUTHWESTERLY UNE OF HALL ROAD (STATE HIGHWAY RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 24'53'59' NORTH 00'12'03' EAST 214.57 FEET; THENCE NORTH 001918' EAST NUMBER 217); THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH (THE LONG CHORD OF WHICH BEARS SOUTH 7714'48' EAST 137.97 656.11 FEET TO THE SOUTHWESTERLY RIGHT -OF -WAY OF SW HALL 64'1 EAST 73.30 FEET; THENCE SOUTH 103'00' WEST 331.79 FEET; FEET) TO A POINT OF TANGENCY; THENCE SOUTH 64'47'49' EAST 405.94 BOULEVARD; THENCE TRACING SAID SOUTHWESTERLY RIGHT -OF -WAY THENCE SOUTH 8657'00• EAST 177.00 FEET; THENCE SOUTH 010300' FEET TO A POINT OF CURVATURE; THENCE 111.00 FEET ALONG THE ARC NORTH 4679'50' WEST 8.78 FEET TO A POINT OF CURVATURE; THENCE WEST 532.68 FEET; THENCE SOUTH 865505' EAST 233.55 FEET TO A OF A 930.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL 61.38 FEET ALONG THE ARC OF A 924.93 FOOT RADIUS CURVE TO THE POINT OF CURVATURE; THENCE 48.18 FEET ALONG THE ARC OF A 4596 ANGLE OF 0650'19' (THE LONG CHORD OF WHICH BEARS SOUTH LEFT THROUGH A CENTRAL ANGLE OF 0548'08' (THE LONG CHORD OF FOOT RADIUS CURVE 10 THE LEFT THROUGH A CENTRAL ANGLE OF 6672'58' EAST 110.94 FEET) TO A POINT OF REVERSE CURVATURE; WHICH BEARS NORTH 48'13'54' WEST 61.37 FEET) TO A POINT OF 6003'50' (THE LONG CHORD OF WHICH BEARS NORM 610300' EAST THENCE 23.26 FEET ALONG THE ARC OF A 49.08 FOOT RADIUS CURVE NON- TANGENCY; THENCE LEAVING SAID SOUTHWESTERLY RIGHT -OF -WAY 46.00 FEET) TO A POINT OF COMPOUND CURVATURE THENCE 11 93 TO THE RIGHT THROUGH A CENTRAL ANGLE OF 2T09'29' (THE LONG OF SW HALL BOULEVARD SOUTH 01'16'28' EAST 229.38 FEET; THENCE FEET ALONG THE ARC OF A 146 77 FOOT RADIUS CURVE TO THE LEFT CHORD OF WHICH BEARS SOUTH 5603'23' EAST 23.05 FEET) TO A SOUTH 0019'18' WEST 322.27 FEET; THENCE SOUTH 8621'11' EAST THROUGH A CENTRAL ANGLE OF 04'39'25' (THE LONG CHORD OF WHICH POINT OF NON - TANGENCY. THENCE SOUTH 44'18'24' EAST 1.18 FEET TO 3.50 FEET; THENCE SOUTH 0019'18' WEST 110.04 FEET TO A POINT OF BEARS NORTH 2641'23' EAST 11.93 FEET) TO THE WESTERLY UNE OF THE WESTERLY UNE OF SW GREEN BURG ROAD; THENCE TRACING SAID CURVATURE; THENCE 40 10 FEET ALONG THE ARC OF A 430.50 FOOT SW GREENBURG ROAD; THENCE TRACING SAID WESTERLY UNE SOUTH WESTERLY UNE NORTH 14'51'35' EAST 84.64 FEET TO THE RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 05'20'15' 11'2229' WEST 8.31 FEET; THENCE SOUTH 1111'38' WEST 134.21 NON - TANGENT INTERSECTION WITH A 41.00 FOOT RADIUS CURVE TO THE (THE LONG CHORD OF WHICH BEARS SOUTH 0259'25' WEST 40.00 FEET; THENCE SOUTH 11'22'12' WEST 12.90 FEET, THENCE SOUTH RIGHT (THE RADIAL CENTER BEARS NORTH 2533'21' WEST) THENCE FEET) TO A POINT OF NON - TANGENCY; THENCE NORTH 8621'11' WEST 0753'18 EAST 26 12 FEET; THENCE SOUTH 14'51'23' WEST 250.25 30.45 FEET ALONG THE ARC OF A 41.00 FOOT RADIUS CURVE TO THE 3.51 FEET TO THE NON - TANGENT INTERSECTION WITH A 427 00 FOOT FEET; THENCE SOUTH 373603' WEST 26.12 FEET; THENCE SOUTH RIGHT THROUGH A CENTRAL ANGLE OF 4733'27' (THE LONG CHORD OF RADIUS CURVE TO THE RIGHT (THE RADIAL CENTER BEARS NORTH 14'51'23' WEST 82.08 FEET TO THE NON - TANGENT INTERSECTION WITH A WHICH BEARS SOUTH 8743'22' WEST 29.76 FEET) TO A POINT OF 84'18'22' WEST); THENCE 14.58 FEET ALONG THE ARC OF A 427.00 66.00 FOOT RADIUS CURVE TO THE LEFT (THE RADIAL CENTER BEARS COMPOUND CURVATURE; THENCE 93.3 FEET ALONG THE ARC OF A FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF SOUTH 41'49'52' WEST); THENCE LEAVING SAID WESTERLY UNE OF SW 862.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE 015723' (THE LONG CHORD OF WHICH BEARS SOUTH 0640'19' WEST GREENBURG ROAD; THENCE NORTHWESTERLY TRACING THE ARC OF SAID OF 0612'05' (THE LONG CHORD OF WHICH BEARS NORTH 6753'51' 14.58 FELT) TO A POINT OF TANGENCY; THENCE SOUTH 073901' WEST 66.00 FOOT RADIUS CURVE TO THE LEFT 46.00 FEET THROUGH A WEST 93.25 FEET) TO A POINT OF TANGENCY, THENCE NORTH 64'47'49' 203.73 FEET; THENCE NORTH 8540'00' EAST 75.93 FEET TO THE TRUE CENTRAL ANGLE OF 3555'57' (THE LONG CHORD OF WHICH BEARS WEST 388.71 FEET TO A POINT OF CURVATURE; THENCE 165.14 FEET POINT OF BEGINNING. NORTH 680806' WEST 45.07 FEET) TO A POINT OF TANGENCY; THENCE ALONG THE ARC OF A 380.00 RADIUS CURVE TO THE LEFT THROUGH A • NORTH 860605' WEST 685.06 FEET TO THE BEGINNING OF A TANGENT CENTRAL ANGLE OF 24'5309' (THE LONG CHORD OF WHICH BEARS PARCEL II. OF 40000 FOOT RADIUS CURVE TO THE LEFT; THENCE SOUTHWESTERLY NORTH 7714'48 WEST 163.84 FEET) TO A POINT OF TANGENCY; TI1A7 PORTION OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE ALONG THE ARC OF SAID CURVE 640.17 FEET THROUGH A CENTRAL THENCE NORTH 8547'48' WEST 89.04 FEET; THENCE SOUTH 0020'00' WILLAMETTE MERIDVW, IN THE COUNTY OF WASHINGTON AND STATE OF ANGLE OF 91'41'52' (THE LONG CHORD OF WHICH BEARS SOUTH EAST 30.00 FEET; THENCE SOUTH 8541'48' EAST 37.28 FEU TO THE OREGON, DESCRIBED AS FOLLOWS: 46 EE 02'59' WEST 574.00 FT) TO A POINT OF TANGENCY; THENCE SOUTH POINT OF BEGINNING. 01203' WEST 258.78 FEET; THENCE SOUTH 854000' WEST 630.75 BEGINNING AT A POINT LYING NORM 012'03' EAST 86.28 FEET AND SOUTH FEET; THENCE SOUTH 02000' EAST 784.34 FEET TO A POINT ON THE (ACCESS ROAD NO. 1) 8540'00' WEST 75.93 FEET FROM THE MOST WESTERLY NORTHWEST NORTHEASTERLY RIGHT -OF -WAY UNE OF THE OREGON STATE HIGHWAY (BEAVERTON- TICARD FREEWAY); THENCE ALONG SAID RIGHT-OF-WAY UNE TOGETHER WITH THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE CORNER OF THAT TRACT OF LAND DESCRIBED IN DEED RECORDS IN M 1 WEST OF THE WILLAMETTE MERIDIAN, IN THE COUNTY OF WASHINGTON BOOK 567, PAGE 186, DEED RECORDS OF SAID WASHINGTON COUNTY; AS FOLLOWS: NORTH 4510'42' WEST 5.07 FEET; NOR 370700" WEST AND STATE OF OREGON, BEING MORE PARTICULARLY DESCRIBED AS THENCE SOUTH 8540'00' WEST 573.13 FEET, TO A POINT ON THE EAST M M 164.80 FEET; NOR 24'20'47' WEST 387.35 FEET; NOR 1255'20' FOLLOWS UNE OF ACCESS ROAD NUMBER 1; THENCE NORTH 0.41%w EAST WEST 298.00 FEET; NORTH 749'50' WEST 303 41 FEET; NORTH 236.97 FEET THENCE SOUTH 8621'11' EAST 599.35 FEET TO A POINT 11'21'59' WEST 298.42 FEET; NORTH 22232' WEST 250.20 FEET; BEGINNING AT THE INTERSECTION OF SAID EASTERLY RIGHT -OF -WAY UNE OF ON THE ARC OF A 427.00 FOOT RADIUS CURVE TO THE RIGHT, THE NORTH 649'08 EAST 172.44 FEET; THENCE LEAVING SAJD THE BEAVERTON - TIGARD (OREGON STATE) FREEWAY WITH THE NORTH UNE LONG CHORD OF SAID CURVE BEARS SOUTH 64720' WEST 14.58 FEET, NORTHEASTERLY RIGHT -OF -WAY UNE OF THE OREGON STATE HIGHWAY OF THAT TRACT OF LAND GRANTED TO GUST OLSON BY DEED RECORDED THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 14.58 FEET NORTH 8540'00' EAST 394.11 FEET; THENCE NORTH 0049' EAST MARCH 2, 1892 IN BOOK 33 AT PAGE 334. DEED RECORDS OF SAID THROUGH A CENTRAL ANGLE OF 1 THENCE SOUTH 73901' WEST 5.00 FEET; THENCE NORM 854000' EAST 64.97 FEET; THENCE NORTH COUNTY: THENCE NORM 191 9'29" EAST 14.23 FEET; THENCE NORTH 203.73 FEET TO THE POINT OF BEGINNING. 002000' WEST 0 42 FEET; THENCE NORTH 8540'00' EAST 123.00 FEET; 00'4708' EAST 671.49 FEET TO A POINT OF CURVATURE THENCE THENCE NORM 002700' WEST 43.58 FEET; THENCE NORTH 8540'00' 129.13 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE TO THE PARCELL III: EAST 68.00 FEET; THENCE SOUTH 0020'00' EAST 3.58 FEET; THENCE RIGHT THROUGH A CENTRAL ANGLE OF 14'4750' (THE LONG CHORD OF THAT PORTION OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE NORTH 854000' EAST 107.00 FEET; THENCE NORTH 002700' WEST WHICH BEARS NORM 0605'03' EAST 128.77 FEET) TO A POINT OF WILLAMETTE MERIDIAN, IN THE COUNTY OF WASHINGTON AND STATE OF 190.58 FEET; THENCE NORTH 8540'00' EAST 70.00 FEET; THENCE NON- TANGENCY; THENCE NORTH 8621'11' WEST 13.43 FEET; THENCE OREGON. DESCRIBED AS FOLLOWS: NORTH 0020'02' WEST 100.00 FEET; THENCE NORM 8540'00' EAST NORTH 34'47'25' WEST 46.50 FEET; THENCE NORTH 8645'53' WEST 123.40 FEET; THENCE NORTH 002700' WEST 369.28 FEET; THENCE 45.82 FEET TO THE EASTERLY RIGHT -OF -WAY OF SW SCROLLS FERRY COMMENCING AT THE INTERSECTION OF THE EASTERLY UNE OF THAT TRACT SOUTH 6728'25' EAST 850 15 FEET; THENCE NORTH 010300' EAST ROAD, THENCE TRACING SAID EASTERLY RICHT -OF -WAY NORTH 1556'09' OF LAND CONVEYED TO D.W. CREARY BY DEED RECORDED NOVEMBER 5, 333.37 FEET TO THE POINT OF BEGINNING. EAST 37.62 FEET; THENCE LEAVING SAJD EASTERLY RIGHT -OF -WAY SOUTH 1965, IN BOOK 576. PAGE 195. RECORDS OF WASHINGTON COUNTY. 6645'35' EAST 84.58 FEET TO A POINT OF CURVATURE; THENCE 42.62 OREGON. WITH THE SOUTHWESTERLY UNE OF HALL ROAD (STATE HIGHWAY (ACCESS ROAD NO. 6) FEET ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE LEFT NUMBER 227); THENCE ALONG SAID SOUTHWESTERLY UNE 501/01 THROUGH A CENTRAL ANGLE OF 81'2605' (THE LONG CHORD OF WHICH 64'12'59' EAST 73.30 FEET TO THE TRUE POINT OF BEGINNING THENCE TOGETHER WITH A STRIP OF LAND OVER A PORTION OF OAKBURG, A DULY BEARS NORTH 7031'22' EAST 39.14 FEET) TO A POINT OF TANGENCY: CONTINUING ALONG OLD SOUTHWESTERLY UNE SOUTH 64'12'59' EAST RECORDED PLAT IN SAID WASHINGTON COUNTY AND A PORTION OF SAID THENCE NORTH 254820' EAST 183.34 FEET TO A POINT OF NORTH 6 SECTIONS 26 AND 35, DESCRIBED AS FOLLOWS: CURVATURE; THENCE 153.43 FEET ALONG THE ARC OF A 95.00 FOOT N 64 '58' WEST THENCE SOUTH 01'3000' WEST NL FEET THE INTERSECTION OF A 45.00 FEET; THENCE RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 9633'65' NORTH 4 THE E S TER PONT CENTRAL COMMENCING AT A POINT ON THE NORTHERLY PROLONGATION OF THE (THE LONG CHORD OF WHICH BEARS NORTH 1528•37' WEST 144.01 FOOT RADIUS CURVE TO THE LEFT (THE RADIUS POINT BEARS SOUTH WESTERLY UNE OF LOT 25, OAKBURG. A DULY RECORDED PLAT IN SAID 1702'57' EAST); THENCE 56.47 FEET ALONG THE ARC OF SAID CURVE FEET) TO A POINT OF TANGENCY; THENCE NORTH 6645'35' WEST M 18 82.00 ''' E COUNTY, DISTANT THEREON NOR 0'72' EAST 25.00 FEET FROM THE THROUGH A CENTRAL ANGLE OF 7 75403 (THE CHORD OF WHICH BEARS • NORTHWEST CORNER OF SAID CAT; THENCE NORM 8541'48' WEST FEET TO THE EASTERLY RIGHT -OF -WAY OF SW SCROLLS FERRY ROAD; SOUTH 370009' WEST 52.84 OF THENCE NORTH 01'03'00' EAST 37.28 FEET; THENCE NORM 00'20'00' WEST 340.83 FEET TO THE TRUE THENCE TRACING SAID EASTERLY TH Y RIGHT -OF -WAY NORTH 21'14'26' EAST 79.29 FEET TO THE TRUE POINT T OF BEGINNING. POINT OF BEGINNING; THENCE CONTINUING NORTH 002000' WEST 62.02 105.00 FEET; THENCE LEAVING SAID EASTERLY RIGHT -OF -WAY SOU 6645'35' EAST 12.00 FEET TO THE NON- TANGENT INTERSECTION WITH A PARCEL IV: FEET THENCE NORTH 001 2.03' EAST 35.94 FEET TO THE NON - TANGENT INTERSECTION WITH A 40.00 FOOT RADIUS CURVE TO THE LEFT (THE 70.00 FOOT RADIUS CURVE N 1 . 077 (TILE RADIAL CENTER OF TH 854757' ; THENCE TRACING THE SOUTH 0.00 FOOT RADIUS S ASE) V EEC 0 TOE THE FEET ALONG THE ARC AF A A TRACT 1 WEST IN THE WEST HALF OF RIDRN. O 6, T IN TOWNSHIP 1 SOUTH, RADIAL CENTER BEARS SOU EASE) 70.00 FOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, LOCATED IN THE CRY OF ARC OF SAID 40.00 FDOT RADIUS CURVE TO THE LEFT 62.75 FEET OF 9000'00' (THE LANG CHORD OF WHICH BEARS SOUTH 2545'35' 11GARD, COUNTY OF WASHINGTON AND STATE OF OREGON, SAID TRACT ' THROUGH A CENTRAL ANGLE OF 8•53'17' (THE LONG CHORD OF WHICH EAST 98.99 FEET) TO A POINT OF REVERSING CURVATURE; THENCE DESCRIBED SPECIFICALLY AS FOLLOWS BEARS SOUTH 44'4406' EAST 58.51 FEET) TO A POINT OF TANGENCY; 223.62 FEET HANG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE THENCE ALONG A UNE THAT IS PARALLEL WRH AND DISTANT SOUTHERLY RIGHT THROUGH A CENTRAL ANGLE OF 9633'55' (THE LONG CHORD OF BEGINNING AT THE INTERSECTION OF THE EAST RIGHT -OF -WAY UNE OF THE 4.00 FEET, MEASURED AT RIGHT ANGLES FROM THE NORTH UNE OF SAID WHICH BEARS 5017TH 1528'37' EAST 197.08 FEET) TO A POINT OF BEAVERTON (OREGON STATE) HIGHWAY WITH THE NORTH UNE OF SECTION 35, SOUTH 8541'14' EAST 858.25 FEET TO THE WESTERLY TANGENCY; THENCE SOUTH 2548'15 O A OF ' WEST 121.15 FEET T POINT THAT TRACT OF LAND GRANTED TO GUST OLSON BY DEED RECORDED ....IC /SC .. c c G. roccuei.or. or 71..16171..161/^C o� ur_ ∎n 7rc 7r. Gall, wrewo.v . .uc U•oru q •Goa w orv+v zI oArc Is• INAGU.urrrw KVMITV l,crn j/ EXISTING ING TARGET % LEGEND j — SUBJECT BO UNDARY UNE CD — RIGHT -OF -WAY CENTERLINE .'' j — — RIGHT-OF-WAY --- D Q ADJACENT BOUNDARY Y LINE j — SECTIONAL BREAKDOWN UNE WIMP Mi NI 3 m OP OVERHEAD POWER UNE C 0 012 • ZONING: MUC % BURIED POWER LINE 3 Z n 3 JURISDICTION: CITY OF TIGARD % / C BURIED GAS UNE TT > 9 5 ta j or OVERHEAD TELEPHONE UNE O .. i // ur BURIED TELEPHONE UNE >' 2 g ///////////// / / / / / / /� / / / / / / / / / / / / / / / / / / / / /// / ' //////////////// / /� / / / / % N N BURIED WATER UNE o B / SS BURIED SANITARY SEWER CC al BURIED STORM DRAIN — . — — — DITCH UNE/FLOW LINE PROPOSED AT &T ELECTiCAL PROPOSED AT &T ANTENNA ARRAY FLUSH MOUNTED ON ROC( RETAINING WALL I))))) r (SEE SHEET E -1) TOP OF ON AN DOMINO STEALTH MONOPOLE vEGETAnoN UNE o . o CHAIN LINK FENCE might wilagba \9� 0 o WOOD FENCE 11111 ..r • . _ �� - . TRANSFORMER BARBED W RE /WIRE ■ I bir E p POWER VAULT ® EO. ® MUTT Box R D Q if UTILITY POLE O SIN. TYPE I � IN. TYPE 0 2 in 3� a SC iiiiiiiw 4 •": ,- u n ' 0 :1 0 TELEPHONE VAULT c • — ��- '- - - -- -' c _ - ' - T 0 TELEPHONE RISER 234 .2) SPOT ELEVATION ice► — — _ SW BLUM RD T ZONING: MUC -- _ - - - -JU ZONING: CITY OF TIGARD _ - -- Q MIWIMIP.= filiangli ZONING:MUC \ T \ JURISDICTION: CITY OF TIGARD - ', / \ j ( PARKING LOT) PACIFIC TELECOM SERVICES. / \ \ T .......... , 556 11,61 Awn= 1 SOU 850 26161A 66‘. 901N -- PARKING VIA AND PROPOSED AT &T TECH VEHICULAR ACCESS AND \ / T Kum: (me) 34= -9000 raw (206) 003 -0513 EXISTING PARKING AREA ADJACENT - T THE EXISTING CROWN CASTLE EQUIPMENT C , � � � �` / \ j 4411 EXIST 1 \ j PARKIN LOT DATE: ( EXISTING > ) --'----,,...s.„... ( - 0e� PARKING LOT / j / / / � / � / �� / �� /�� ./ \ / / �\ DRAWN BY: /t % (CHECKED BY: RBH I / / \ �OPOSED AT& TELCO / REVISIONS " . . \ .UTILITY H - FRAM E Il :110E EXISTING JCPENNYS M .f N / \ /W/ H -FRAME PROTECTED BY FURNITURE BUILDING o / 1... m /BOLLARDS (SEE SHEET E -1) VICINITY MAP ( 07; 43.0 11-01 R LIM COs JFO (� / \ // j _ 0- FINAL �CO JFO Vi. re ..---------;,..--- 1 J) : r IN, ,. I / ----- ..----->--- I i 1 ------) SEE SHEET A -1.1 FOR ZONING: M - Mk ARCHITECTURAL SITE PLAN / (JURISDICTION: CITY OF TIGARD / f NOT FOR CONSTRUCTION UNLESS / 1 \ ` ii)1 ! . CABLED AS CONSTRUCTION SET / / \ / 1 I 0 EXISTING DICK'S / \ F ; / / / / if v,;til :c SITE ORT UILDINC J " -r „ • PW11 SPORTS B / \ / ( ~1 y , . T WASHINGTON SQUARE 0 y ./----'---------. / \ EXISTING ' 1 :.. `l 9585 SW WASHINGTON SQUARE RD { r / \-,.......„ / PARKING LOT) ,,� tin - i � T . f J TIGARD, OR 97223 / / \ - I + SHEET TITLE / VP / / i� , , PARCEL PLAN GRAPHIC SCALE PARCEL PLAN III I, 1 SHEET NUMBER • 1a 24'x38' SCALE: 1' =30 x,„01 fo De �m�11m by A-1 11'x17' SCALE 1' =60 we sum, pr available). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... • i W W * W 4 W W '. * W W W 4 y * W W W 4 4 W W • W W W W W W * * • ` 4. W W W W W W * * w W 4 W 4 W y W W W W W W W W W W W W W W W W W • W N W W W • W • W i 4, • W W W W y W W W W • • • W W W W 4. W • • • •' CD y - • • y • 0 • W W W • W W • • W W y • • W W W W y W • W W Q y y W i W • • W i W W W • W y W W W W W W • 'J' ' • M T • i O y • + W • • W • EXISTING PAD MOUNTED EXISTING FENCE • i _ W W W W W .•. n Q y y W W W y am \ y TRANSFORMER W • • • z z W W W W W W • •l� W y y p W W V' W 'Y '.• ` • I. 3i glinj y y • W W W • �Y • • W W W W W W • = • m Z d • y • y W W W W W W W • J • y W W Z O • W W W • * W W W • W • / W • N y W U N 0 W W • • * • 4 y 4. • � W W W • m Ce . • W W • • • • W • • • W y +• PROPOSED AT &T ELECTRICAL •Y W • W W • • • w y (SEE SHEET E -1' W W 4 W i y y W 4 `I' •t . • W W W • • W y W W 0• W W • W W • W W W y W y y y • • \•Y W y • W y 4 , • L' W W W W W W W y W W W W W • W 4 • •• t W W W * W W W y • W $ W W W W W 4 • 4 W li W \\\ \\i CO C W • • • W W • W • • • W W • W W W W p W W W • W w• 1' � ,1 O Y m W W W W y W y • W • W * • W W * • • W W W • i Y • W W W W • • �' ,- \ a Q cO va Ica � • • * W W W W W W • • • 4 y W W • • W i W W Y * • • • • W W • �� 4� , M • • W W y W * W W • y y W W W * W W • • W W W Y • y • y • W 4 • • ' 4 C® `�M o a_, W • • i W W y i W W • W W W W W W W Y • • W W W W W W W • • E a a PROPOSED AT &T RADIO EQUIPMENT TO BE MOUNTED TO A ".` -n71; Y s PROPOSED 10"X18' STEEL PLATFORM WITH PIERS WITHIN A • • y • W W W W W • W • W W EXISTING TREES • ' 4' y W W W • y „ $ N II / E PROPOSED LEASE AREA WITHIN AN EXISTING CROWN CASTLE * • 4 ' y A * • * W W y 1 v y * ' • ,• y W * W V • • y • • W * W • • `i . 8 FENCED COMPOUND SURROUNDED BY EXISTING LANDSCAPING W W W W W` • W W W W W W W W W W W W 4 W •, W V i W 4 • W ••• , 4 W V V • '1 • w w W W W 4 W • • W W W W W W W - • • W W W i W • PROPOSED AT &T ANTENNA ARRAY FLUSH •I' W W W Y 4 41 W W W W W W W • W • W • * W •• W W • i • W y i W W i y 1 • W • W W W • • s MOUNTED ON TOP � ON AN EXISTING .4. • W W Y y • • y W . W W • • 4. W y W y • W * W y 4. W W y W • W W y W W W y W W + y y 1 W ` STEALTH MONOPOLE y W * * W Y W y y * * W * * W W W W 4 W W * * y W • • • W W W W * * W �1• W W 4 W W W * * j5 W W W W i y W y y y W W y W 4. Y W W W W W y W y • W W • • Y• * W W * * • W • W • y + W W � • W W W • 4. • • * W * • W Y • • • * * W y W W • W W • W W W W W W y W W W W W W C :_ •y • W � - , EXISTING FENCE • W W • W W • i W W y W W W V : :+ : :+::+:.: 11 . , 7 l • I W W • • W • • W • W W , �I � • •.•.•. .• • W • 4 �I , m 1 - • • • • • • • • • W W 4 FENCE TO BE REPLACE WITH 6' FENCE W W W Y • Jr W • W W PACIFIC TELECOM SERVICES, LLC • • W W W W y • W W W W W W W W W y W W W l/ "NIP ! I • W W W W 4 • • 4 * Jr W * * W • • y • * . I I I _ �' F h 21 I In !• t. 1 • • • • ' • • • •._ j TO COVER VIEW OF PROPOSED EQUIPMENT r, 18 Ms! karma 5., 55114 990 • I' • • • W W • • * W • • W W • Y W • • • • Jr W II il , „" �� • EXISTING • •1= S.M.. 0 091a W W W W • + • • W W W W • • 4' • W W • TEE, ∎ I I I o1 � • P 4 • • =E. • MONOPOLE • v1 ' W W • 4 • • W W y W W * W Y • W • • • Phen4: (208) ]LI-9000 For (408) 903 -9913 W W • • W • W • W W W • W • • • y 4. W II • r , [s�im:0 'i III, ?81 • • • . • W W W • W • W • y W W W * * V W • • • v • � • • ♦ • • • . • 4, 5 • • • - - EXISTING LANDSCAPING 'DATE: I • * y W * W W • • • • W • W W • W • W • 4.-A • , y y • • 5 11 II • • * • • W W • • • • • Y * W • v 4 y y • W • • W • • EXISTING LANDSCAPING • y W 4, � p1 • • 4 • �g • 3CF y • • • W W • W • • • 4 W �• \\ 4. ' • v • • • W • W W W W y • - W W • W W W 4 W W • • t f • III � • • Iril • • t•JI Y' " " ® • • I • • o • n • W W • W W W /� W W • • W W • a . O V Y • • • * -OB-OB • , * i W W W * 4 • W • • W W W • W W - U - • K >�t T U • • W v • •l�� (r i • W a J I , =Q' W Y • W y � � �� W • v V JFO • 'DRAWN BY: • W W • + '1 C O W * W W I ,,•_1 pp_.. ,, ' y D Q ° , L IR O W O y • Q ,.../44.(1 Y • • y • ° 4 4 0 Q �0 EXISTING EXISTING LADDER t I " i Q Q' A Q p Q I CHECKED BY: RBH o RETAINING WALL Y � ' -L = 1 y v p 4 � o Q UU I • y • • • W 4, •a I Q Q aQ 4 y y ' • EXISTING SPRINT t'' • BLOC ECOLOGY 4 v s ' o ` W • • W v • 4. W SLAB &EQUIPMENT v a D , REVISIONS P O DESCRIPTION M iE WIIUL y W 4, OW A • I 4, \ T Q D 0 v m•40- LEASE EXHIBIT JFO y y * W A' V' * • W ❑ • 0 11 Q Q 40 PRELIM CD'S JFO \ 0 a -L-40 REV. PRE7JM CO'S JFO W * W W * - Q dv 1 • W W 4 - T =i i =` `Y \ ' I . 4 Q 19.11.40 FINAL CD'S JFO ir - * • 4 y 4 A. 0 d • * W NV �'._lara IiriT■1 1-T■ - ra s s W . „,....r ■ !� y • • • * W W • A W • W W W Jr W * Jr W • 71 * • • W W W W ` i W W • W W W W * • • • • • • • • • y • • y • • W W i � y • • W W • • y W r ( EXISTING SIDEWALx EXISTING GATE , T � `EXISTING SIDEWALK EXISTING LANDSCAPING - - T� T -..,,,, NOT FOR CONSTRUCTION UNLESS T LABLED AS CONSTRUCTION SET "T T SITE PW11 WASHINGTON SQUARE PROPOSED AT &T'TELCO 9585 SW WASHINGTON SQUARE RD (SEE SHEET E -1) TIGARD. OR 97223 SW BLUM RD _ _ _ _ _ - - SHEET TITLE ARCHITECTURAL SITE PLAN GRAPHIC SCALE r r Ir et ARCHITECTURAL SITE PLAN SHEET NUMBER • N. . �� 24"x36' SCALE 3/16" =1' -0" m _ 11'x17" SCALE 3/32' =1' -0' 9R9 survey Or mmam9). • y W 1 „ W W W W W W w , W W CONSTRUCTION PLAN KEYED NOTES PROPOSED AT &T RADIO EQUIPMENT TO BE MOUNTED TO A PROPOSED 101X18' STEEL PLATFORM WITH PIERS WITHIN A 0 PROPOSED LEASE AREA WITHIN AN EXISTING CROWN CASTLE 0 N `L \L `L' FENCED COMPOUND SURROUNDED BY EXISTING LANDSCAPING \l/ * O P SEE ROPOSED �T&T ACCESSORY EOUgMENT �UL (PROVIDED BY CONTRACTOR) •� • v 1 18' 19' PROPOSED AT &T NOKIA ULTRASfTE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED 0 L ,v W W W W 1 \V AN BY AT &T). SEE DE AIL SHEET A-3.2. Q O PROP AT &T NOKIA ULTRA&TE CABINET NO. 3 (EXPANSION - PROVIDED BY AT &T). ` ' 3 I ��I ' SEE DETAIL SHEET A - 3.2. Q C9 O 01 • �� '�� 5 PROPOSED AT &T LUCENT UMTS CABINET (PROVIDED BY AT &T). 06 Z 2 Q • - N ��. SEE DETAIL SH EET A-3.2. i i s ■ O 1 W E FENCE W W W W W W ■ SEE PROPOSED TAIL ON SHEET NI & M9UNING ON FLUSH MOUNT. 7 9 w .mi 'Inn nmumuuuunu ' in 11101111 a non mm i o:�n nun nnmv:u wnunwuumi nnn' V � 111111h ivai Mil man ununmun t one m u i [ O / � li ll I l 1 IIlIlII III111111lI111lIlIIIIIIIIIIIIIIIiIIII! iIIIINIIII1IIIIIIIIIII IIIIIII �IIIIIIIIIII! III111IIIIIIIII ?(IIIIIIIIIIIIIIIIIIIIIIIIII,, W W W 4, W W W W W W TIN O O3a 1/ IMIIIMIII u �uuuwumnnnnnnuuwnin s;- iu_ji nuvuuuumlmunmuuvuu: aannifi luiiIIIIIICIIIIIIIIIIIIIilIIII `'' OIATITC PROPOSED & EXISTING TOWER TO BE ANALYZED BY WASHINGTON STATE LICENSED ENGINEER CONCRETE FOUNDATION, PIERS, AND SELF SUPPORT EER >- O �11I191IIIllICII111 � I = I ., = —_ W W W W W W W W W W WITH ADDNIONAL ANTENNA & COAX LOADING APPLIED. N Mill \ ® -- -3: W W W W W W W W W W W .- Et O!iO 11 O1 \. a �1 . 6r n. � =__ R11� 1 )) )) ■ II IIIII^ W .4„ W W W W W W 11 1; I _ I L _ I / / O O PROPOSED AT &T ARGUS TE21 POWER CABINET (PROVIDED BY AT &T). _ .'/ \o rs W , W 4, ,1, ,y W ,y W SE DETAILS SHEET A -3.2. 11111 11 i t ■ i II °= III�I '111111 f \ • PIi0PQsED ANTENNAS (PROVIDED BY AT &T). - ` I O ,, r / / r I �� —= I1III�III1 IIIII �,I I �' W 'I' W W W W W SEE RADIO PLAN SHEET RF-1 &DETAIL 4 / A - }.1. 1 _$ I huiIiIIIIIIIIIl 11111 , � l, Q W W W W W W W W W � \ \ �,I Y L , : nu ul w Tau � � � � COAXIAL CABLE (PROVmED BY AT&T) TO aNrEHNAS \ \ \ \ \ ? Q - - - 1 ` ,1 1` W W W W W W W W O r ®— 1 •_;: III 111111 \ � �'•,� 11 SEE COAX LENGTH SCHEDULE ON SHEET COAX a .��.. (Q 0- - - - _ = C == W O LENGTH SCHEDULE SEE ALSO RF -1 & RE-2. M 3 U PEDESTAL MOUNTED COAX ICE BRIDGE PROVIDED BY CONTRACTOR). - - t; © III © IIIIIIII- .r ��— W W y W W W W W z pE DETAIL 9/A -4.1. ( ' ' `�t ,6 I I (FUTURE) _ � IIIIIIiI W W W W W W y " , \ ' L'- t® SEE SHEETS E -3, E-3.1. & E -3.2 FOR GROUNDING TYPICAL C — _ CI Oil \ \ ZN fi 7 C ' IIY.� - -- W W W W W W W H' '' �I; E Q �• u *PROPOSED POWER & TE LCO TRENCHES. SEE DETAIL 1/E - 1. ■ ; I \ L o.. oD. 0 �_ 7 I� p�I �I 11 I I ',Arm = = .: g H' V' �4 W •I' W `Y �U •Y W PROPOSED AT &i UTILITY H- FRALIE WfTH 20M EIEC METER & T ELCO PANEL CO ,'X. & M r1 % i r 11 1 1 u 1 1 ? _ =_ i ® PROVIDED BY MICROWAVE SHOT PER RED SEE SKEET E -2.2 1' _ ■f�■.f II 'ri 111111 W W W W J' W W W `Y W 4' 1111 4 , /I I =_ -- PROPOSED AT &T ANTENNA ARRAY - W \ __4,. W •Y � �• W J' \ 1 W W W W 1 •.,..4,...„ W ..' W FLUSH MOUNTED ON TOP OF ON .V W i0 Q I AA PROPOSED AT &T GPS/E91I COMBINED ANTENNA (PROVIDED BY AT &T). I N' W 4 W v1` d' .II ©,, W H' •v ,,L' H' W ____ W W .AN EXISTING STEAL MONOPO ,y u' w _ SEE DETAIL 5/A-3.1. L `r 1 W W 4 ,, ■ H I � I H r r I — — I 'L' '' L W 4 '1 4 W J Y Y '' ® PROPOSED AT &T ARGUS Te205 BATTERY BACKUP CABINET (PROVIDED BY AT &T). 1 9 = ,- SEE DETAIL 5/A -3.2. C7 - - — I�-- ® PROPOSED AT &T VERTIGLL STEEL LADDER FOR WINTER ACCESS 10 ATTIC X117 �I�I —_ -- i 1 E3 I I ^ t DOO (PROVI LTY CONTRA SEE DETALS 3/A -4.8. ■ ■ — �I Jr ■ � T = = = =1 I I PACIFIC TEL C OM SERVICES. \ ____ — 561 n.r Aswan S. DAL 13$0 T _ / SHIA.. VG. 66101 [E] j =___ rnent (m6) x1 -65G0 Far BOO 665 -mu � — ECOLOGY • � � = == EC LOG BLOCKS T ICI I I \ BLOCKS I I T\ — DATE m -08-08 L —. 1 1 = T J — • -- SITE NOTES I I • ■� I ` ` T� ' I I 1. VERIFY ANTENNA RAD CENTER & AZIMUTHS WITH FINAL RFDS (I .E.. I DS^' \i/ / . I [ E] S 1 I T ' �' CFO I EQUIPMENT �T SITE CONFIGURATION SHEET) FROM R.F. ENGINEER. 1 1 ` _� 2. EXISTING MAIN COMPOUND GATE SHALL BE CAREFULLY REMOVED, (CHECKED BY: RIM I • L I T t = �� REPAIRED AND RELOCATED TO NEW POSI110N AS SHOWN ON REVISIONS `1' � , • ARCHITECTURAL PLANS. l ( T \ T D ATE LEASE EXHIBIT JFO . ` [E] CONC S f6-11 -0 PR CO'S JFO 0-0.16 REV. PRELIM CD'S JFO L [ CRUSHED ROCK � T moo.■ FINAL co JFo • . [E] [E] uiiUTY [E] LIGHT METER EQUIPMENT [E] J/ _ STEPDOWN TRANSFORMER L . 1 Er . u u 1 [E] FENCE NOT FOR CONSTRUCTION UNLESS \ , __I I CABLED AS CONSTRUCTION SET ' \J/ • COAX LENGTH SCHEDULE WASHINGTON SQUARE " COAX LENGTHS ARE CALCULATED FROM THIS TIGARD, OR 97223 • L I [E] J t C DRAWING SET. ANY DEVIATION FROM THE PROPOSED ► , ' LANDSCAPING ► I : � 9585 SW WASHINGTON SQUARE RD •' \1� DESIGN MAY REQUIRE ALTERATION OF COAX LENGTHS. E L ' ■ ■ CONTRACTOR SHALL ENSURE THAT FINAL DESIGN AND SHEET TITLE . ' � - _ ' !fir COAX LENGTHS ARE COORDINATED. ENLARGED SITE PLAN [E] CONC ►; i GRAPHIC SCALE f \ SECTOR LENGTH # COAX DIAMETER SIDEW \) • ENLARGED SITE PLAN Ir 1► SECTOR "1" 100' 4 7/8" SHEET NUMBER • 24'x38" SCALE: 1/Y=1' - 0' SECTOR "2" 100' 4 7/8" 1 1'x17' SCALE 1/4' =1'-0' w . °' SECTOR "3" 100' 4 7/8" • CONSTRUCTION PLAN KEYED NOTES O PROPOSED AT &T ACCESSORY EOUIPMENT BUILDING (PROVIDED BY CONTRACTOR) SEE DETAILS A -4. A -4.1, A -4.2 & A -4.7. ,O O PROPOSED AT &T NOKIA ULTRASTIE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED II BY AT &T). SEE DETAIL SHEET A -3.2. Q fil O PROPOSED AT &T NOKIA ULTRASITE CABINET NO. 3 (EXPANSION - PROVIDED BY AT &T). uW M M 3 m SEE DETAIL SHEET A -3.2 O p o p • O SEE OW AIL SHEET A-3.2. AT&T LUCENT UMTS CABINET (PROVIDED BY AT &T). CZ 0 ? N < PROPOSED AT &T ANTENNA MOUNTING ON FLUSH MOUNT. 13 9 N 3 O SEE DETAIL ON SHEET 1 & 9/A -5. } co Z p 0 co • 4 ) TOP OF EXISTING SPRINT ANRENNA ARRAY SHROUD CANISTER 87.80' AGL F : EXISTING SPRINT ANTENNA ARRAY I I1 1 m� UL COIL RAZOR BARB P (PRWDED BY RB-0POST TO POST SEE SHEET 9/A-4.2 & DETAIL 3 & 9/A -5.1. PROPOSED AT &T ANTENNA ARRAY FLUSH O � PROPOSED AT &T ARGUS 1E21 POWER CABINET (PROVIDED BY AT &T). ® MOUNTED ON TOP OF ON AN EXISTING sEE DET SKEET A - 3.z. STEALTH MONOPOLE '© P ROPOSED ANTENNAS (PROVIDED BY AT&T). ♦ ■ SEE RADIO PLAN SHEET RF-1 & DETAIL 4/A -3.1. *. ". TOP 0' :•?' !STING ..t. OPOLE N (.1 : , OP OF :O OSED AT. N 13L �, MASTHEAD AMPLIFIER (MHA) AND DIP(FXER- COMBINER (PROVIDED BY AT &T). ;I�� ,I I C ao 75.00 1 i....10 l i. f 11 � � a S if t , �••_0 f . ��r .i _ �Ff ✓+r O PROV IDED BY MICROWAVE SHOT PER REDS. SEE SHE E -22 1 � '"I',-t; .1 _ PROPOSED AT &T GPS /E911 COMBINED ANTENNA (FRONDED BY AT &T). 1 7r- f � - 1r•' .r . " r c ® SEE DETAIL S /A -J.1. I .-; N` ' 4.- ..f-- ° ,./ It: - .� �.. - f ` - O PROPOSED AT &T GUS Te2Ob BATTERY BACKUP CABINET (PROVIDED BY AT &T). • ^^ � .e " J t _ 4 ; ' � } L ; SEE DETAIL 5 /A -3.2 •� .,� s c y J PROPOSED AT &T VERTICAL STEEL (ADDER FOR WINTER ACCESS TO ATTIC " r DOOR PROVID ED BY CONTRACTOR SEE OETA65 3 A -4.8. 3/ „1 +` ,! % . - : • \` PAC IFIC TELECOM SERVICES, t I f * t Y 1 LLC / - :x5c1' �' J» -� _f, sae W M ava,w 3- ss. 630 fi' ", `N . ' ' . ' ♦ L � '' _ •,? 4 ' Pmne: (2061 x: -9000 Fac0a) 903 - e (ieau �i!:' fir 1� "fi' t J , . `r' , ' ''' � � � j '' �f l. i ?� ' r \ w ' `. v ` ' �! : .' � �' i b .v � ••G sr R ♦ r - offi v ( , '• • � r � 'r� 0 7-08 08 S jy ' �l' ' r'L ♦ � ' 0. r ;, .,, ..4ti 1 1. . e } � ; � T ANN i fr � a � i s :>` v ��.� ��. 1 .^. .,; �, I' vi; kf. �� 1 � < <• . . : : - �.k "'el - SITE NOTES 3 �c / /�G><� I... i�l ( ' 'ri �r . a: is DRAWN BY: JF0 � i �tQr ^rte �� ► � „ I " U i .' �L...W '* v' i . � i�!c ' - 1. VERIFY ANTENNA MD CENTER & AZIMUTHS WITH FINAL RFDS I E., �'�� '' v y � �• -�s'l '� ` r �j/ 4'1� j r R' • • ._ *2 4 '�? ' 4 SI CONFI GURATION SHEET) FROM :N:: F. E ,. '' N' V.. 44 6 a a ; *$ 1. tr a itZt. .( IJ i �:= /.. ��-l la, • • v ' , - r ' 1 (C HECKED BY: % . . RBH +48_x.. _ E f" 5� •=1 w n. -- , = -�- _ __.. . �,, -; _ rtx .. .... 2. EXISTING MAIN COMPOUND GATE EFULLY REMOVED, • 3:,'ii - Cis - .•:�: _ - I •M C.Z:111� __ �� «C: �R r � ^_C te ; .: � ti xY�� z - - � _ �` z ;, = - 1i � . rs A - 1' �' k ;�i ` E n; " t. r 1 REPAIRED AND RELOCATED TO NEW POSRION AS SHOWN ON • v �- ' ° *. } ! " ►,° -.� tet i ,�,.1 - I I ,II I l �,� li lC• ,ki l� it "�! tt e. 11 & r ' 7. ARCHITECTURAL PLANS 44 y I ►s 1 I, /,� r' ! c _ s l ' � . � t l;rl ,� ,� ' " 1 � � !`1i 11 ' � 1 I ' � (' � � �� ? s f ` I� � t ;.� ^� �� EvlsloN I6 ,1 ; 1 94 4' III ��,r + „�-'�Ii ) !,II-t l x•111 ��i.'�,. 1: a.._ Prt ∎ ∎• � ..,,: . .,. J , • a f , l -- 07-01-01 LEASE EXHIBIT JFO 3. w. 71�`++ lled��-/ r" ��M.,�1f %'�� 1 .� II.__!!J��:� _ C��:�! ; f_GiW4T i�1�J� 1 ' ( j Ot)!l�llaz'1 '+f 04•11 PRELIM CD • S JFO B-33-03 REV. PRELIM CD'S JFO � lAill'754.... V, phi %. __ _ , v ' _ I . -- __ ._- -_ -: '�V ( ..,. . R ► " l F' ,. I 1 IWI-m FINAL CO'S JFO . • 3 I ,` f / M1 1�;11 . � a� t:0 I A it I ' f r 4 :7 - ^ •l. -- �,�4 I - ? l - `•'�1 c sF.i j G �� .., E !! I � (fs' � � � ' : f ry e , , ,I r i, � �J1J } ; 5 2 _ , - • f: .. :., R tt AT• 1' 10 IPMENt BC i .��1� >�. Q 1x , 1! - Y � i ti ie r r t ,i I - :, �. o ,L: 1 0.X16 S � L �' /� / ;, :� k{(1 ` 1. ;ii _ ! � s ��;,, � h y V1 1 c G 6 1_. 1 k r � � t ;Pf :/ o- •ly'§• r1}IIN - A PItOPOS .� 1 � ,, XIt ( _ ,1 ,?�t• G l 1 ■ ' I � 1 'I ,� ' � -\ ♦j��, O M, l $1 � J L a jg l'' • I � .. i�� , / ;. 7 .4 At''71'1WIIE.. 11 .11 ,i • ;� 11 F 111�•.N �, CRCINIF G/�51 '•;j 1 i I r` 1 a/o • o , NT - • e tlfjl:�i i s' r j' yr I .., 'n• , 1 . D• 51.18'. 11D •BY- EXIST • x t.0 i 1 ,' �{ ` 1/ ' I I I;N ;� I F � j j r � �{I r . �uit 1 > I ,� r ( 1 -. , ` /,. • ^ ��Itr { �� /` r N.� , tli ► ' `' �- �. .. '' ; - c' S i , , _ ?�.. „ : „. , © ' - I `, iI. .- � I ,,, �l A " E : � � c., n J� �' i ' �• 1 V NO FO CON lwl� i1 5 : � ' i z 1 ( % II�i, +r - , ' . : " ...::::,_-:......-:-::-7. � �� et 1 - 1. 7� i'.'. -L • . ✓•..��,'+ 1 � • � .��, w � - [ ' _ � rw �° ' � -- f � S.p . •'�,•, :' •fir � . + . ,• Z, I i a • s7MG • ix, .I �+ =` , 4 ` I l i I ,,. _ _ • - g COAX LENGTH SCHEDULE WASHINGTON SQUARE 7�v�,• �:, J V -- - Ih 7, I J 0 I d . 1 . .4 ' . I�� " ' � 9 585 SW WASHINGTON SQUARE RD i ' • +� I lt; ; a I � � I .' COAX LENGTHS ARE CALCULATED FROM THIS • C • • • . 'ma " , . DRAWING SET. A DEVIATION FROM THE PROPOSED NY , ' �� _ - - -- -; • , DESIGN MAY REQUIRE ALTERATION OF COAX LENGTHS. t; - � I t' - CONTRACTOR SHALL ENSURE THAT FINAL DESIGN AND i.. :'� • COAX LENGTHS ARE COORDINATED. , I 4I$ $_ d SECTOR LENGTH # COAX DIAMETER • 0.00' AGL SOUTH ELEVATION SECTOR "1" 100' 4 7/8" SHEET NUMBER EXISTING GATE SECTOR "2" 100' 4 7/8" - Z ?i 'x i 11 r SCALE: L 3/16%.1'-0* '' - o' SECTOR "3" _ 100' 4 7/8" J _ . CONSTRUCTION PLAN KEYED NOTES • m O PROPOSED AT &T ACCESSORY EQUIPMENT BUILDING (PROVIDED BY CONTRACTOR) SEE DETAILS A-4, A -4.1, A -4.2 & A -4.7. . W 3 PROPOSED AT &T NOKIA ULTRASITE CABINETS NO. 1 & 2 (PRIMARY - PROVIDED CI BY AT &T). SEE DETAIL SHEET A -3.2 7- N KAM EIN GPS /E911 � - PR OPOSED AT &T NOKIA ULTRASf1E CABINET NO. 3 (EXPANSION - PROVIDED BY AT &T). el 3 O COMBINED ANTENNA I ` -mac O SEE DETAIL SHEET A -3.2. o c • ` O PROPOSED AT &T WCENT UMTS CABINET (PROVIDED BY AT &T). Z_ Z I SEE OETaL SHEET A - 3.2. p ^ 3 I OPTIONAL DOWNT1LT 4=111°6 J BRACKET (FOR USE ONLY 24 ° 0 ANTENNA 3 m z z N WHEN MECHANICAL PIPE MOUNT ?• v CU 2 -3/8 STEEL PIPE DOWNTILT IS REQUIRED) N ))) . c 9 t 1 , • 1 1 1/2" O.D. GALV. STEEL 22.9' el MOUNTING PIPE *3" N 41) . 2 Pil°1 I I PROPOSED AT &T ARGUS TE21 POWER CABINET (PROVIDED BY AT &T). - GALV STEEL MOUNT ANGLE SEE onus SHEET A -3.2 DISTANCE TO FACE 1 \ C N I COAX FOR ANTENNA ii--viii DOWNTILT RF CONNECTORS \I ! (TIP OF 2) 2y " OF PIPE WITH ) i \\ Sc 1" i i& ADJUSTABLE ELECTRICAL COAXIAL CABLE (PROVIDED BY AT &T) TO ANTENNAS. I' �; „ SEE COAX LENGTH SCHEDULE ON SHEET COAX cn Q,©(�QN DISTANCE TO FACE lilt DOWNTILT MECHANISM LENGTH SCHEDULE s EE ALSO RF-1 & RF-2. ' a I 0 o o OF PIPE WITHOUT ' (RET) 1 PEDESTAL MOUNTED COAX ICE BRIDGE (PROVIDED BY CONTRACTOR). .... P�- C n 3 hi MECH DOWNTILT ::1 • ,),, =., - +{{/// \ SEE DETAIL 9/A -4.1. Y I� `, E Zd o y `mo = ''..e o a a NOTES: Cril II- ' 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN ,� , ill Ii \.� 8 ° SKY PROPOSED AT &T UTILITY H -FRAME WITH 2 O0A E L E C METER & TELCO PANEL (TELCO _._ - r, AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE 1 2 3 4 I 11 ° ® PROVIDED BY MICROWAVE SHOT PER RFDS. SEE SHEEP E -22 ■ 2, SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. . .If- 11" ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR PLAN - BASE VIEW " PROPOSED AT &T GPS/E911 COMBINED ANTENNA (PROVIDED BY AT &T). SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY SEE DETAIL 5/A -3.1. 115111 ND DUAL POLE A -PANEL ANTENNA O PROPOSED AT &T ARGUS Te20b BATTERY BACKUP CABINET (PROVIDED BY AT &T). MODEL NO.: REFER TO RF SITE BUILD FORM SEE DETAIL 5/A -3.2. CY: 0.6RLBSR TO RF SITE BUILD FORM �', O OO OR R O (PROVIDED STEEL L NTRACTOR)) SEE DETAILS 3 /AA -4.88. TO am —r-. GPS /E911 COMBINED ANTENNA RVIVAL: 124 MPH ANTENNA DETAIL NOT TO SCALE 5 24" SCALE 3/e=1 4 PACIFIC TELECOM SERVICES, 11 x17" SCALE 3/81-O LLC • PROPOSED SHIPS LADDER n 5: S d1. DDER (PROVIDED BY CONTRACTOR). 555 F1151 A. . 550 • I �'� - i• � , & U, err, solo• .' { � 1 7 I ... I " SEE DETAIL 1 A -4.8. ' , . ,. / Phone: (256) 352 -06000 F"5: (200 903 -5513 �!t• PROP AT &T RADIO EQUIPMENT TO BE '!�`1 \ ` y �,� (,le ( DATE: -0e-0a MOUNTED TO A PROPOSED 10"X18' STEEL k4! - 1 /, I PLATFORM IMTH PIERS WITHIN A PROPOSED LEASE '' \� SITE NOTES AREA WITHIN AN DOMING CROWN CASTLE FENCED (DRAWN BY: © drD : COMPOUND SURROUNDED BY EXISTING LANDSCAPING O O 1. VERIFY ANTENNA RAD CENTER & AZIMUTHS WITH FINAL RFDS (I.E., SITE CONFIGURATION SHEET) FROM R.F. ENGINEER. i z t i r (CHECKED BY: I• EXISTING SPRINT 2. EXISTING MAIN COMPOUND GATE SHALL BE CAREFULLY REMOVED, RBH . \ \ r \ II _ _ — — EQUIPMENT REPAIRED AND RELOCATED TO NEW POSRION AS SHOWN ON (era •• .. Y .��.a.�.. ..ri,-1 s� ii . � i . a 1`7 1 I�I I�I R 1 , x a 5I-C ' i l �►• P ►4 q ARCHITECTURAL PLANS. REVISIONS DESCRIPTION III■ .IIi1�r� I ■ •1-7 � _ _ l -wl. ■� ` - ►.11 `a eF � ►41► F 4rN/ ► 111 141 ►4A�be ►•1 /• IL ►4 i DADESCRIPTION OINITIAL ` I 1- - • ; - — � , -® LEASE EXHIBIT JFO .i ' ; i 7707 4 I i F io'4� /��III1� nib:° � i. - ' , , ' ` 1- •b: , ►.i :A.11 ∎ ∎1 a o7ii; 4.. I :. / Pi: ' : i . y • o y7i i s / P►' / 11-'. , ei'r � a, }' 1 I tIi;;i�Pjt► 4 'I�I Ii /■�►I■IiI5 {:1��j!ISp :I!0il -iCo 1i •11 1 ►�jl b i �r I !�''! � I r Y • ; ►I h S ?i d • i 5 4 • I 4 ■ , / ►? %•► • A i� � ilil��' 01-11-01 PRELIM cos JFo !lI \ ) ► 1 '► /�� /■�ll ►�i ►0i: :ol l � i r !,,,I. , �► r 1 • Y l +c - , 1•�� r ii,l,� :r•. r•►5 . /t /1.P� , , :!Llyr(I. In 1i . �;.,..,,. 11 r 1 . / L , ! i 1 i 1 , ` ► ;hi� :• ,i � e l i li *i�� " • � .' �! \. 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II: i1 .1!, tA,0,11.8 ; = , = ►d ' ► 1 +i! !.!. _ ►/ i :•�p � 1 ► • r •.1 ► r • • 1 1► • ► 1 r• }n 11 �� I I, b0r;.. 11Y'I c ►7.I►4 /1' = 1 ' :-aa:e )h a 4. ►y 1 r r, • ∎ ' f/_ r� ►•nG % ' , ►i1..0 %1! s : EXISTING C`1 11 r►4 1 11 ►� ►I 1-1 lu ►I �� i4 G , t c ► ► 1 1 1 II I I Qi '� ► �0� 1 ��/ ►/ II 1-E Ada I■ 11 51 / 1- i r��>• • / „� rt.1 %: 'r•i ► i !r � ; . 11 r• � 0I �• 11 I 1) ^ C z w , :..mac 6=. - ..:11'i.'7. ti 4 LANDSCAPING • 1 �fiy ,� - - '� 7 --. . d� a1;a WWI ,.� � q• ' a r 1r;Aei� �/ ■I:t'i I ° ✓i ►a , •a , iIl• •a ✓i ►01 ∎ ^ .tsmYl i� •' i:i N' ,4I i •Yi • °D:•.►i IW ►4174 1 1I'E II I , 1 ►1 1 11 /f/1- ►�: / 41- •A F40-., - %. 1 • 1 . 1• q I∎i- a 1 J ( : .y..: ... I v !0 5 • * ∎01, 4 I .•1 �.• ► 1 '4 . 0 P . / 'l ' :o J, O p!il� II ai1 k , II ` it 1 ? I 1- ► j 41 1•• ►/ /1 11141 ►L !:1i•'• I. 1 II:' Ip ` . I . 11)9 10 / ■ ► � + 4t / • � • / I NOT FOR CONSTRUCTION UNLESS ►1 n 1 W I h _11 1 ► • r.-- I 14•I/�0 t S 1,i1a� LAB FORCONORUCTI TIONSET • iP 7 1 7 , -. •� r 0,o 1 91- ► /• /. 1//1�►,iiii .• ►,•►1, 10.•► 1 4T-i,1.4VO4,•►10 4 .: i li A o - - d- 1 1r�� ► 4 j / i 'i � ► � 1 ► ,1 / ►. Ii ► 1� � � 1 ��IIII� �� /4 ► ► Ii ��I •1 1 ►ut • 1 $'1►'�' � Ii /1j1•li�l i� ►04 ► 4 �i /� X1 '4 ► / 1 4 0gIilI 4 ►$. ►/1►I: 1. ►' •II ►4 ►/.. 4 a �1 ► 1- ► �• • ►� 0 1 1 E ikO'i ►1 Ti�eNI:g1C�.:Qi.0 111II∎ ►4e•4tg tg !i. /i . 4_•Ih!..∎,A i.. 1(t1��/1�► • ►N :t0 ►$ SITE PIN /1 �1, 11 1 %0∎i ► ��R ►j,►1/P ►jP,Oik • iij7 --_ •011.40�1 � 1 111 I!IIu14 �1•/1j1,4114� ►vJ�l, -m 4►1∎ -4 • ► /11 4 , . / 1 � ►i� 1 1 .. ► WASHINGTON SQUARE ►�1 � ►�� ► 1�/ 1 � • �� ►� ► / 1 ... •., Ti'.►4.4 ► ∎4..0 ►4 / . ► 0 . . 1 4, + 4 i• .1 . "o i i,, ,- :•, � : Pi. -1 40 i 4I 4 1•1 . //:: ► J; ILO .1,- a•..u ► u.. i " '•d ∎k$A0� �' ►4 ►:,,,, :t1.n,.'.:0 ,: ∎∎ :%9 ►∎ •.,.• ►-_:cl..S&.c.4: ►1.•..1-1. ►4. 9585 SW WASHINGTON SQUARE RD T TIGARD, OR 97223 EXISTING GATE _ SHEET liT E ELEVATION(S) PARTIAL NORTH ELEVATION SHEET NUMBER 4 x17��SCA� 3� =; A_ 3.1 11 UMTS OUTDOOR DIMENSIONS A \ N MANUFACTURER: LUCENT w NOTE: o o FINISH IS HOT DIP GALVANIZED HEIGHT: 72° 'I c ----i— %- _ _ _ 1 z C7 PER ASTM A -123. 4. ° 1 \ / 1 o fO a N DEPTH: 40 FRONT OF iv n 3 0 WIDTH: 35.4° \ CABINET I / I o f O c� o rn `` 3 9�'i CLEARANCE: CABINET REAR 36" \ V > > w c \ p mz • 1 e - � e I o o CLEARANCE: CABINET EACH SIDE 35.4° iii . o ° � T �� ° ' SECTION A -A I / CLEARANCE: CABINET FRONT 29.5 ° re Q - . m P,2 848562542 _ ° MAXIMUM CABINET \ ' o L a VIEW WEIGHT: 790 LBS (359 KG) \ \ , c� B 3D \ I I i o 7 II I 4.33 \\ \ \\ zz \ \ \ • • I � 2s t \ \\ RF 6 1 ai o \ \ \\ ' c W m • �� ® �o CABLE .^. _ ' \ \ \ \ 0 o m o� F 2 "' CABINET j0� ENTRY ® 01111:-Ili, � ® p � ° n a -: Ill I I o v 0 p ) w � s C 5 µt1 3 N • M N e 0.,., , • O • `� 1 5 7 - i N I I D .` sil E o N �. I I i \ C ABINET U LTRASITE q t,.... •, o o _ 24.47 24.47° o ■1 1 r . gOa 011 yp 3 24.47 28.60° UMTS CABINET . TOP VIEW BOTTOM VIEW ANCHOR FOOTPRINT \ UMTS MOUNTING BASE UMTS EQUIPMENT SPECIFICATIONS ULTRASITE FRONT ELEVATION NOT TO SCALE 11 NOT TO SCALE 17t7 U NOT TO SCA 9 PACIFIC TELECOM SERVICES, LLC 30.00" 5613 N.1 Aram* S. 650 814 5.. Va. 6810. I04 NOTE { a� 6 � f NOKIA OUTDOOR ULTRASITE BTS DIMENSIONS Phw: (206) 342 -9000 r..: (205) 903 -4513 WLS & E911 EQUIPMENT TO BE INSTALLED r 1 \ 111 WITHIN POWER OR AUXILIARY CABINET AS MANUFACTURER: NOKIA APPLICABLE Q O • • wS HEIGHT: 76.4° (DATE m -013--01 • 0 00 o D EPTH: 29.5" IDRAWN BY: CFO ' Q {J \ (] \ 0.75 "0 HOLE WI + N n WIDTH: 30.0" 0 30° I�/ � I O / � � CORNERS w MAXIMUM CABINET (CHECKED BY: REIN I �� 30° I WEIGHT NTH UNITS): 845 LBS. 1: :: ' I_ 1 ' 1 .1 \ REVISIONS • 24 T GATE DESCRIPTION INITIAL NI CHAO LEASE EXHIBIT JFO II� J O1- PRELIM CD JFO POWER CABINET MOUNTING 6 6 REV. PS JFO 12-13-01 •01 FINAL I_ CD'S JFO I. r 1444.446 94% NOT TO SCALE ' \ o ,IIIIIIIIIIIIP' o I I `° 30.3" F 24.4 6 •.Ta PPM i ; k NOT FOR CONSTRUCTION UNLESS I ® .o o. • .0 I CABLED AS CONSTRUCTION SET 1 0) 6 10 10 5 5 10 10" 5 1 PLINTH OF maw OF it j; t W� CAB 1 CABINET 2 I ; . WASHINGTON SQUARE 22" 22 ;; # _, I 9585 SW WASHINGTON SQUARE RD III •00 .e ;j;' ° +, TIGARD, OR 97223 o I ' � \ 6,` ��h SHEET TITLE \ \ I 29.6 o � �1. o - ( EQUIPMENT DETAILS • .1' 1° `fLo ARGUS Te20b BATTERY CABINET ARGUS Te21 POWER CABINET ULTRASITE MOUNTING PLINTH ULTRASITE EQUIPMENT ISO 4 SHEET NUMBER NOT TO SCALE 4 NOT TO SCALE 3 NOT TO SCALE L NOT TO SCALE ' A ° 3 e 2 D O BATTERY BACK –UP CABINET NOKIA ULTRASITE FUTURE NOKIA , O Q LUCENT UMTS CABINET ULTRASfTE CABINET CABINET 0 w . POWER CABINET POWER CABINET ,6 D n3m O LUCENT UMTS - o o m V. LITY RACK - ' CABINET ?� 9 n 3 �_ I I NOKIA ULTRASITE UTILITY RACK ��I ' CABINET 000000000 0o000.315;0 0000e o 0 m Z QO QV E - ■ 1 �- FUTURE LUCENT _MI C -NG HAND RLI(SEE CL S :i L J L: H 1 I I 4III II 111 1 ACCESS STAIRS (SEE ° 0 ELI Ill H [11II 1 IIJ STRUCTURAL SHEETS) 1 I .. i ° d, �I c. ,. �� 10 a o o a \ .... \. -..4. _. - - E® 5 „3 HDG STEEL PLATFORM li` `` „? 8 0 __,o – ACCESS STAIRS (SEE (SEE STRUCTURAL J � � (SEE STEEL TRUCTURAL PLATFORM STRUCTURAL SHEETS) SHEETS) SHEETS) EQUIPMENT PLATFORM SECTION LOOKING WEST EQUIPMENT PLATFORM SOUTH ELEVATION 24 ° x36 ° SCALE: 1/2 ° =1' - 1 1 24'x35 SCALE: 1/2 ° =1' - 9 PACIFIC TELECOM SERVICES, 11 "x17 SCALE 1/4 ° =1' -0 11 ° x17 ° SCALE: 1/4 " =1'-0 LLC 568 Net Aww. 9.. 9e0. 050 . S0e91.. WA. 99104 Pi1.n.•. (709) 362 -9000 1 (206) 903 -9913 .0i- HDG STEEL GRATING ° THROUGHOUT 1' 2' -6 2' -6 2' -6" 2' -6° 2' -6" 2' -6" ID /// nliiuu hi'iiIII IIiiII niiliiiliiiiiiiiiniiiiliiiliinniiliiiiiiii niiiii iiiiilli Iiilil�iiiiliiiiiiii DATE: p , i „ 11: ,:e •, ,e1,111,1.,,1 �,,,, °° ,1:.,, , ,111 BATTERY BACK –UP CABINET ' I Iliiiililiiiiiiilu irliii111111JIIII1iiiiiiIIIIIIIIIIWIIIiiniliiiiiiiiliiiiiiiil 'v-- � I I ,. L..,._� �?- uunnuu9mumnuut amunmunmu9 u nummunnnu.ummn!! mummummwunmiuumuutuumu = u, — r` 'DRAWN BY NOKIA ULTRASTTE LUCENT UMTS �::: =I CABINET CANET TU I i !:! OI ULS TE I 'CHECKED BY: i RBH ULTRASTTE ULT CABINET CABINET CAB'MET CABINET CABINET I I REVISIONS UTILITY RACK `� — — — — - - _ _ - I _ _ — — �`/ � 1 Rr � IV III I A 1 ESS STAIR (SEE LEASE EXHIBIT JFO 11 71 7 2 1 2 11 7-T''''''''-- III1 / _ = Ill �I ' 1II � I ANNA PRELIM CO'S JFO � I I V I � I / /, I UCTU SHEETS) REV. PRELIM CO JFo 2 I 1 J I r I 104601 FINAL C JFO 1 1 6 IIIIIIIII III� .. W WD R A ILING (SEE 2 a I / 1 41-- I I I I = M �� i IIIIIIII[([I IIaI� 111 I I1>n STRUCTURAL SHEETS) � — — L — _ = uq�!HI!!!1!'!�� II�aI _ I 'III r sus - -- li ;r:5;d11. - IIri•i II II l I I PLATFORM (SEE S -1) I I I I G VIII c !' I (IIIIY I 1 LJ LFU I I I II L ' ��VII = ui LUCENT I i IIIII II' I� ACCESS STAIRS (SEE ° i'�” ' ..1 : =: ' ' , III I I I 'I,f) STRUCTURAL SHEETS) ellMil iir f ■��i�;;ii A II + N / 3- IiIII 1111/111/ I! – _ I Tai iI ilti NOT FOR CONSTRUCTION UNLESS iW. - - -_>, L :Y:7..� 9, •;9p::7■: :9: �■ 9F LABLED AS CONSTRUCTION SET Wiwi ° e_..E=.ii uuna;J UT! RACK \ 1 SITE 1 3' -4 !v�,v PW11 I 1 1 –4" WASHINGTON SQUARE L J 9585 SW WASHINGTON SQUARE RD HDG STEEL PLATFORM 18' TIGARD. OR 97223 (SEE STRUCTURAL /1 �/ / PLATFORM / - SHEETS) �/ SHEET TIRE CONSTRUCTION DETAILS EQUIPMENT PLATFORM SECTION LOOKING EAST? EQUIPMENT PLATFORM PLAN 1 SHEET NUMBER 241(36. SCA 1/2 " =1-0" I J 241(38; SCALE 1 =1; -0e I I A- - 11 x17 SCALE 1/4"...1'-0' 11 x17 SCALE: 1/4 =1 –0 a1' To ci EQUIPMENT CABINET Ti ,..)' • 1E1 06 . 9Na A �} 0 i E QUIPMENT STEEL PLINTH `� o r0 SS THRU BOLT (SEE GRATING MFR. PER MFR SADDLE CUP BY 1 / 2 P 4 ° 0 BOLT. MIN. ',°_ cc BOLTING PATTERN 11/A -4) / pERSEC�f1p N w STEEL GRATING G RATING PER } : ' _ PLAN s' rr�� a ____________ / %r / i �i �i � -•- ;i, ,!; C STEEL BEAM l _ I19 0 rn PER S1 , zro " RI a 0 W -BEAM (SEE STRUCT) ` ' \` ! = z = . ; ;E ; ;-• , R ■ ■ EQUIPMENT PLINTH SECTION NOT USED GRATING CONNECTION NOT TO SCALE 1 5 1 3 NOT TO SCALE 9 PACIFIC TELECOM SERVICES, LLC 368 itrrl Ann. 5. Skis 630 Se01*, M. 09104 Phaaa: (20e) 342 -9000 Fa. (204) 903 -8313 / —\ � -0 I !DATE: 07 8-08 ! 'DRAWN BY: CFO ! / CABINET SUB -BASE (SEE PROPOSED EQUIPMENT CABINET 14/A -4.1) (SEE STRUCT) (CHECKED BY: Rex ! 1 1/2° STEEL GRATING BOLTED TO REVISIONS / PROPOSED WIDE FLANGE (SEE STRUCTURAL) DATE DESCRIPTION MAL (7 // / / / / / / / / / / / / / / / / / / / / / / / / / / / /// , *WO LEASE EXHIBIT JFO IIJf (u WINO PRELIM CD'S JFO UTILITY CONDUITS SHALL HANG 1:0-23-01 REV. PIMA/ CD'S JFO HDG STEEL FRAMING (SEE STRUCTURAL INNS FINAL. CD JFO ) FROM GRATING SHEETS FOR PLAN &DETAILS) EQUIPMENT ® ® ® ® ® ®® • ® • ® ® ® ® ® ® ® .I ® ® ® ® ® ® ® ® ® ® ® • ® • • PLATFORM lL (SEE STRUCf) 0 y. THRU BOLTS (SEE STRUCT) ACCESS STAIRS NOT FOR CONSTRUCTION UNLESS (SEE STRUCT) LABLED AS CONSTRUCTION SET J SITE PW11 WASHINGTON SQUARE .1. 9585 SW WASHINGTON SQUARE RD 1 _1 — — --=_I \ �� TIGARD, OR 97223 •` SHEET TITLE CONSTRUCTION DETAILS I I SHEET NUMBER PLATFORM MOUNTING DETAIL 1 1 ° x17 4 S B CALES C I L 1/2"..1'--Cr 1 4 • 1 1 . • = m REGENT 300W HALOGEN LIGHT � (MODEL 11 QF300W) j . H.D.G. STEEL PIPE • a In - CAPS (TYP. OF 2) .1•=10 n 3 gii 11 \ • 0 O 00. zz ` _, PIPE TO PIPE MOUNT FOR GPS /E911 DOWNUNK ( O m z n ♦�/ 2 • • ANTENNA MOUNTING W/ ' 2 \ 1 (2) )1 ° 0 U -BOLTS __ 9 w° N SUPPORT PIPE GALVANIZED e CONDUIT /MOUNT FOR ° i HALOGEN UGHT SHALL. El 2 BE FASTENED TO oo cd OPPOSITE SIDE OF BIAS Y FILTER SUPPORT PIPE L O DOWN TO GRADE r u. ° I I- \ . - c o rn • in ' I 1 HR TIMER /GFl DUPLEX N o NOTES. V �\ e/3 a o c a ° RECEPTACLE (MAY E 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF F, o . a C ® 3 tO to SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES `;te 7 3 OPTIONALLY BE PLACED c EXCEEDING 25% OF THE SURFACE AREA OF A "°` ° "4 0 ° o ON UTILTIY RACK) .• v' � HEMISPHERE AROUND THE GPS ANTENNA z d to Ec o i;. �iE � ~ 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE. TO RECEIVE i ; `'"I 8 '? m ° CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) b m SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL sr SUPPORT PIPE LOCATION OF GPS ANTENNA. a NOT USED COAX & UTILITY LIGHT SUPPORT GPS /E911 ANTENNA MOUNT ( ' 1 1 -94 SCALE 1 0 p4 °46- SCALE -0 9 PACIFIC TELECOM SERVICES, 11 x17 SCALE 1/2 11 x17 SCALE 1/2'=1'.-0" LLC 568 Flm1 Imam S. 5W1. 050 S40810. VA. 68104 ---I— 8 "0 HDG STL PLATE W/ Phone (200) 342-9800 Fme (206) 903 -8513 HOLES FOR ANCHORING 4 HOT DIP GALV STEEL POST 'DATE• 3 ID HDG SUPPORT PIPES 1 ° 07 -08-08 - W/ GALV METAL CAP 8' -O" AGL CLEAR Y4" !DRAWN BY: JFo BENEATH ICE BRIDGE ° � 0 ' � ` I I I CHECKED BY: R BH • 6) #4 I/ — — VERT (MIN.) \` TWO POST WAVEGUIDE BRIDGE REVISIONS KIT (MTS MODEL I are DESCRIPTION mrtuL . . ' a � • #WB- K210 -S OR EQUAL) FL mom LEASE EXHIBIT JFo ° 0 EXP BOLTS W/ 8-8-0 PRELIM CO'S JFO • • OPTIONAL DIRECT EXP � A ___ _ DIRECTION OF UNISTRUT 8 4)k EMBEDMENT 4 03-1303-13.01 PRELIM zl REV. PRELIM CO 'S JFo BP T EXE T � f III-.S.01 PER SUPPORT III-.S.01 FINAL Co JFo '3 TIES @ 6 O.C. �i - 4 HDG STL PLATE SEE 12/A -4.1 , • FOUNDATION W/ HOLES FOR ANCHORING FOR GPS /E911 18 13 FOUNDATION 1 \\ 34 ANCHOR BOLT W 2° COMBINED FOUNDATION PLAN / ` 0 \ EXPOSURE ABOVE TOP Or PIER ANTENNA & . , - \ (OPTIONAL PIER SOLUTION) HALOGEN UGHT , /Iv 1 DETAIL / r r ' 1 9(a °0 EDM IXP ENT 2 BOLTS TYP W/ PE 4 R Yi I , 1 EMB OPTOINAL DIRECT BURIED IN 1 - a t SUPPORT (SLAB SOLUTION ® NOT FOR CONSTRUCTION UNLESS CABLED AS CONSTRUCTION SET 48° DEEP CONCRETE MIX 1 I (2400 PSI -5 It SACK MIX) ,• ( i A 1 1 HR TIMER STS NN / 0 SWITCH & G Fl \ «gyp �\ O co TON DUBLEX OUTLET SUPPORT RACK E WASHINGTON ' 1 1 ••• \ / SEE ENLARGES AIL ° \ 10° / ( ) 9585 SW WASHINGTON SQUARE RD 4 '� °I'' f 1 �� TIGARD. OR 97223 } �� 1' -6 ° DIA FOOTING � SOLUTION (WHERE SHEET TITLE \ APPLICABLE) CONSTRUCTION DETAILS DIRECTION OF UNISTRUT s 3 OPTION ICE BRIDGE DETAIL COAX SUPPORT RACK 4 SHEET NUMBER N TO SCALEF.7) NOT TO SCALE I A- 2 • . . - v 6) a- a) METAL STRAP tr., CI SUBCONTRACTOR >- C4 TO PROVIDE ) (TYP JUMPER TO — n 3 0 ANTENNA `p 2 ° rn • _■� ANTENNA ANTENNA 3 O 9 n mz ° z • TMA GROUND SCREW [ E] MONOPOLE } P m RF CONNECTORS m W BT5 GROUND WIRE TO (TYP) m MOUNTING TING �� ANTENNA GROUND BAR ,, /,/ . )) NOTES: PIPE (TYP) (SEE NOTE 2) • = i - = l l f 1. TMA IS A WEATHERPROOFED Iso. JUMPER 2. BOND TMA GROUND STUD TO TO MAIN `� 2 j l GROUND BAR WITH 6 AWG GROUND WIRE. FRONT VIEW COAX � I)� l � � 3. PROVIDE SUFFICIENT LENGTH OF JUMPER ��1 J / �� %f� TO ALLOW FOR PROPER JUMPER TO ��/ APPLICATION OF WEATHER PROOFING AT ri., ANTENNA RET (REMOTE RET (REMOTE I '' " :i \ \ \ \�j; co ANTENNA AND TMA CONNECTIONS. ELECTRICAL TILT) ELECTRICAL TILT) PLAN 0 Y 4. IF POSSIBLE, TMA SHALL BE MOUNTED _ il �I' - * o3 BEHIND ANTENNA TO MINIMIZE WIND ■,' METAL STRAP SYSTEM SYSTEM a ° a' VALMONT MICROFLECT BRACKET LOADING ON STRUCTURE. 1 1 1 SUBCONTRACTOR z,�oy r� fl ° 5. TMA SHALL BE MOUNTED VERTICALLY. TO PROVIDE (TYP) — 'I — —'� PART X81829 O TYP 829 O R APPROVED ED EQUAL I\ ,_, h = I . Imo -_ I!�; C® ") < � ° v) — TMA MO NTNNG SIDE FRONT \===�=== ;' �``t a ; II; E GROUND WIRE II PIPE (TYP) jj` , , i? 8 M TO ANTENNA -- GROUND BAR • JUMPER TO MAIN COAX SIDF VIEW TMA DETAIL RET SYSTEM TRI- BRACKET DETAIL NOT TO SCA 1 1 NOT TO SCALE 1 O NOT TO SCA 9 PACIFIC TELECOM SERVICES, LLC 568 Rat Anna. S.. 5011a 650 S.a111.. WL 66104 60ma: (206) 342 -6000 ra. (206) 903 -8513 9° :111.1 / / ANTENNA PIPE MOUNT (DATE: 07 - 0S - 0e I tl ,,,,,uu�� "Jgi=I 0'O IDRAWN BY: , OPTIAL OCATION OF TMA, (CHECKED BY: Rex I AS PER S ITE L C OND ITION S ANTENNA PIPE MOUNT. REVISIONS iv '' ; 00 1TOR MICROFLECT APP PART oaE IHL uR 1 OF 1 PRELIM CD'S JFO 0143.03 REV. PRELIM CD'S JPO ANTENNA AS PER ID-IRD FINAL CD'S JFO ANTENNA SCHEDULE `; -� ",, I � TRI - SECTOR ADAPTER KIT. VALMONT MICROFLECT PART Lb. fi 014L) ADO PRIMARY TMA POSMON ANTENNA PIPE MOUNT W ' #81865 OR APPROVED EQUAL 111111 . `) 3 / ' I '� NOT FOR CONSTRUCTION UNLESS / 11` LABLED AS CONSTRUCTION SET 'I RET (REMOTE li ELECTRICAL TILT) VALMONT MICROFLECT SITE SYSTEM (SEE 10 /A -5) PART � B1831 MECHANICAL SPECIFICATIONS: PW11 OR TRI - BRACKET. APPROVED EQUAL WASHINGTON SQUARE DIMENSIONS: 1'- 2 ° x9 "x3 (365x176x66mm) 4II� 9585 SW CARD, OR WASHINGTON 2 233RE RD WEIGHT 14.1 Ibs (6.4kg) COAX TO JUMPER • KIT. GROUNDING KIT AND CABINETS ( SHEET TITLE CONSTRUCTION DETAILS POWERWAVE TMA DETAIL TMA ATTACHMENT? ANTENNA PIPE MOUNT DETAIL SHEET NUMBER NOT TO SCALE 4 24 38 SCALE 3/4"=1 J NOT TO SCALE IT A- 5 11 x17' SCALE 38' =1' -0 , v 1. FOR AT &T LOGO SEE AT &T LOGO DESIGN 1' -4 m SPECIFICATIONS (PROVIDED BY AT &T) / 0 1 1' -2 1° 2. ALL TEXT FONT IS ARIAL U.N.O. / 1 3. CONTRACTOR TO PROCURE FCC NO. FROM 14° 11i° / 14° a u' AT &T COMPLIANCE MANAGER M 3 °o 5 i 5 i .PH: (425) 580 - 8660 °° o c O1 9�3 \ \ 1/8 WIDE STRIPE \ M m w co ., a &t , 3/16 ° 0 SS THROUGH BOL w/ 3°0 — - -- -- ' \ - — - --- - -- - - - - -- - - -- .-- - -_It -- SS WASHER OTHERSII E. ( PLACES Yo r world. DellpA, . - - - - -- __________ C 170151S16CILR7_--- --_--. - - -._.%,- -- I ■ 1�lAS WGI N,SCHJAR�--- _ - - - - -. - - -- -- - - 7/1 ° � C a 0 ° o - - - - -- -------- o -- - - - - -- — — \--. ---- BTA3�8 l� O LK�I 5/8 _ - -- ^ j` t`11 E zd a 8 .� M - --- -- I /- - - - \ SnNTA�?H' �OD$32 -RRR9 - -- ---, �--' „ 0 I I ' N-1/4 ° I ® AN \ ■ s ^ \ R i \ ■ N--\ 1 Aim NOTE: 1. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND FABRIC FENCE NUMBER AS PER AT &T CONSTRUCTION MANAGER RECOMMENDATIONS APPUCATION 2. OF S CAB NET WITH WATERPROOFnPOLYURETHANEAADHESNE PLATE To FACE AT &T SIGNAGE D ETA(L NOT USED NOT USED D NOT TO SCALE 1 1 O 9 PACIFIC TELECOM SERVICES. LLC 588 ibd b.ew £. Sue. 650 S,.N,, WA 86104 Ph.ns (x06) 342-0000 ra= (306) 003-8517 NOTE: MOUNT DETAIL IS TYPICAL OF EMS PROVIDED ANTENNA ATTACHMENT. NOTES (DATE I REFER TO RADIO PLAN FOR SPECIFIC 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA 07-08-08 ANTENNA INFORMATION. MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. (DRAWN BY: 2). TO SET THE DEGREE OF DOWNTILT, AUGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH 0 0 © ° rt HARDWARE PROVIDED. (CHECKED BY: mm 3 THE NUMBER OF CONNECTORS WILL VARY BASED ON • 0 ANTENNA TYPE. IL�,p� - REVISIONS {Y 1. PARTS: are S ' .JFO \I'> LEASE E Item QTY PN Description 01441413 EXH EXHIBIT J IBIT FO /1 �4 �1 II – 0 1 602355 -6 Adaptor, Pole, Lower W-11 -01 PRELIM CD JFO ■-u REV. PRELIM CO•S JFO . 0 Q 1 601542 2 Bracket, Downtilt, Pole wa ■ FINAL cos JFO r D 1 601543 -1 Bracket, Downtilt, Antenna A ® 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt 1 © SQ 4 572000S15SFP 1/2 Split Washer 1 p. J 2 571000HH2032SFP 5/16 X 1 Hex Head Bolt ‘ 7Q 2 572000S13SFP 5/16 Split Washer NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET I SITE \I, till PW11 PANEL ANTENNA MP) 9565 SW W RD SEE DETAIL 4/A -3.1 11` • �7iI TIGARD, OR 97223 � � PIPE MOUNT (1YP) SHEET TITLE 1 VALMONT MICROFLECT PART I • . 4) #81001 OR APPROVED EQUAL CONSTRUCTION DETAILS � ANTENNA ATTACHMENT DETAIL NOT USED 1 SHEET NUMBER I A-5.1 •o a) , > 1. SIGNS & PLACEMENT NOT 1 C E } a ED a co • INSTALLATION VIEW A. LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITE 3 ED CI o, ENTRY /ACCESS POINTS ONLY: Z N a INSTALLATION NOTES: ` 9 w 1. CONTRACTOR SHALL PULL COAX CABLES THROUGH ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF C m w °z CONDUIT. ��• CONDUIT EXIT SEAL HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED 2. CONTRACTOR SHALL BRING H- SERIES SEAL • BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY > 0 ADJACENT TO COAX CABLES AND CAREFULLY FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION ��° 3. UNSCREW RACTOR SHALL REMOVMBLY. M ��,MANAGER OR QC SUPERVISOR &iL&hJ:I NG WATER TANKS: PLACE SNS ON COMPOUND GATE M �AX. ,_•� AT &T -OWNED SITES: PLACE ONE SIGN ON SITE GATE r` ,' 4. CONTRACTOR SHALL REPEAT REM 3 FOR ALL COAX CABLES AND REASSEMBLE RUBBER GASKET AROUND ALL THREE BY COMBINING STEEL PLATES AND I SCREWING PLATES TOGETHER (LEAVE APPROXIMATELY 1 1 mm OF SPACE IN COMPRESSION RING SUCH THAT WHEN COMPRESSION OCCURS IT WILL CREATE A 1 ��;; TIGHT SEAL). t`�.�� \;: ° 5. GULL ASSEMBLY, CONTRACTOR 6 "0 COAX CONDUIT a � , LIGHTLY LUBRICATE LUBBRICATE BOTH COAX CABLES AND ND INSIDE INSIDE C1 P < SURFACES OF RUBBER GASKET COMPRESSION RINGS C® !; _ e WITH MANUFACTURE SPECIFIED LUBRICANT. L5 6. PRIOR TO FINAL TIGHTENING OF BOLTED Beyond this point you are i �� ^ CONNECTIONS, CONTRA CTOR SHALL INSERT SEAL . E ASSEMBLY INTO PVC CONDUIT NEAR OPENING. entering an area where RF ; , °n 7. CONTRACTOR SHALL PROCEED TO TIGHTEN BOLTED Emissions may exceed the FCC 8 CONNECTIONS UNTIL SEAT. ASSEMBLY IS TIGHTLY y FITTED WITHIN CONDOR (CONTRACTOR SHALL General Population Exposure CONFIRM THERE ARE NO GAPS IN- BETWEEN SEALS). Limits 8. INSTALLATION NOTES ALSO APPLY TO COAX CABLES OUTING CABINETS AND COAX PORTS. Follow all posted signs and site guidelines for working in an RF e nvironment Ref: FCC47CFR 1.137(b) AT &T Wireless , ■ ■ PACIFIC TELECOM SERVICES, LLC ROXTEE INTERNATIONAL AB 8. HIGH LEVEL (RED) WARNING SIGNS - PLACE AT ALL r 1 588 nn1 Amy. s.. SO. 650 eta wen Whim.. ANTENNA SECTORS WHERE ACCESS BY THE GENERAL Phone. (206) - x00 ` 2° 602516 s Lms) 5 TR,.um■aY 2216•46491190 028 -54 MM PUBLIC TO THE ANTENNAS IS POSSIBLE: 01 ROXt ®C� \ ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS CAUTION . N � y STEEL ZIP TIES OR STAINLESS TECH SCREWS (DATE 07 I w H SEAL �•i•k � � ..I ii • r� � • ' :I iI :::: H3150 /3X128541 . e BY: RBH I *V - Mi4Pi 2. GC PARTICIPATION IN SIGN LOCATION 1 F �/ e4. : r w �Cl : CM WILL ME ET WITH ALL CC'S TO OUTLINE CRITERIA FOR IAIE ;; z1 0 JFo ■■ 1 / S ,,,� ,2 - ■■ 18-13-01 REV. RELY O'S JFO l � � ) r ( ♦ " .l CHA LL E NG I NG - WE WILL GIVE CC AS MUCH GUIDANCE ( ti �� 10-1540 FINAL CO'S JFO " . '' BUT CC'S WILL 8E ENCOURAGED TO PARTNER CM OR QC IN 1$d DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE ♦, j -1 1 VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS �" ) y �� l ON SPECIFIC SITUATIO AS WE CAN FORESEE, WILL CALL OUT SIGN LOCATION(S) AT THE A &E WALK 7 i1 I D W . / FOR EACH SITE AS THOSE OCCUR i °V T~ Beyond this point you are (I) t = '� ON SITES WITH EXISTING A &E BUT NOT YET entering? a controlled area where �l CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN A NOT FOR CONSTRUCTION UNLESS •I' REASONABLE TIME FRAME TBD) A DETAIL FOR SIGN PLACEMENT 9 RF Emissions exceed the FCC LABLEDASCONSTRUCTIONSET ■ SETS THAT WILL BE SUP - SHEETED INTO EXISTING Controlled Exposure Limits SITE 4° [5.00] i° [20.00] 3. SIGN DISBURSEMENT FROM WAREHOUSE W1 PW71 Failure to obey all posted signs and WASHINGTON SQUARE 6 [152.40] SIGNS WILL BE IN STACK AT KENT WAREHOUSE site guidelines Could result in SerioUS 9585 WASHINGTON ASHINGTON SQUARE RD TO BE DISBURSED AS PART OF THE GC BOM AS CALLED SW WAS , OR 97223 OUT IN A&E DRAWINGS FOR EACH SITE injury 1i' [30.00] SHEET TITLE PLAN VIEW SIDE VIEW ` Ref: FCC 47cfr 1.137(b) AT &T Wireless / CONSTRUCTION DETAILS • COAX CONDUIT EXIT SEAL RF NOTICE & CAUTION SIGNAGE SHEET NUMBER NOT TO SCALE 3 NOT TO SCALE 1 Cs1 A - 5 . 2 _ CABLE MARKING TAGS TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH as A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING LOCATIONS SHOULD BE AS PER °CABLE MARKING LOCATIONS . TABLE ° . THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND CI THE CABLE. >- N +91.0 'O n • `6 O zcrn THE FOLLOWING ARE 3 DIFFERENT FORMATS TO BE USED FOR THE BRASS TAGS. 3 9 n 3 O m z z . >- 0 0 1A 1A 1A T8 3B G9U9 `.°- D: FORMAT A FORMAT 8 FORMAT C I)))).. DIAGRAM OF BRASS TAG FORMATS FORMAT A IS USED WHEN THERE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B 1S USED WHEN TWO TECHNOLOGIES HAVE BEEN DIPLEXED ONTO ?; , C Y °_° 0 TOWER. B RMAT C IS WHEN TWO TECHNOLOGIES HAVE BEEN QUADRAPLEXED ii ∎•.. j! ° de a ONTO ONE CABLE FOR ANTENNA PORT SHARING AT THE TOP OF THE TOWER. `. C a 0 a n , _, $ ® 5 ww 3 THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER e E `• . 0 ' DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE E � rn TECHNOLOGY TYPE. AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. Ii . � ' E \ \ \ \\ `\ �_ ; $ ,°f UMTS ANTENNA 81 RF SECTOR RF DIES 82 PACIFIC TELECOM SERVICES, RF ENGINEER TO PROVIDE TOWER CONFIGURATION SHEET o THRU A6 As THRU e6 AS LLC FOR FINAL CONSTRUCTION DRAWING PUBLICATION o� REGD REM) 516 T1AWA. 6101 150 I pi, PM.: (206) 342 -9000 Fax (206) 603 -6513 ' CV W UT _ Al — Cf SECTOR 3 RF CABLES C2 (DATE o7 -08-08 I THRU C6 AS REO mnle SECTOR ORENTAUON /AZI►NTH WILL (DRAWN BY: JFO I AND FROM REGION TO REGION D 850 /1900 ANTENNA---0- s SUE SPECffIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. (CHECKED BY: RBH - REVISIONS DATE DESCRIPTION INRWAL OHMS LEASE EXHIBIT JFO co-n-s PRELIM CD'S JFO ®gym REV. PRELIM COS JFO RAMS FINAL CD JFO STACKED ANTENNA ARRAYS ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS N0. TAG LOCATIONS 1 X ND OF THE MAIN COAX RUN WHERE THE NOT FOR CONSTRUCTION UNLESS COAXIAL CABLE AND JUMPER TO THE ANTENNA LABLED AS CONSTRUCTION SET ARE CONNECTED. 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SITE SHELTER (AS APPUCABLE). PW11 WASHINGTON SQUARE 3. X END OF JUMPER AT BTS CABINET 9585 SW WASHINGTON SQUARE RD TIGARD, OR 97223 COAX BOOT SPECIFICATION SHEET Tm.E ENTRY BOOTS TO SEAL COAX WITHIN 6' CONDUITS SHALL BE I TOWER CONFIGURATION ROXTEC H SEAL H3- 150/3X(28 - 54)/20 SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPUCABLE) SHEET NUMBER CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL R F - 1 m •m 3 Z N Q co 4,b11111-111110h_ ` 9n liiir PROPOSED AT &T ELECTICAL ORIGINATING FROM AN EXISTING 25 • CO � O m z ° KVA PGE PAD MOUNIID TRANSFORMER gl 288 750 BONG °' ar* !�'' V } 0 CORDINATED WITH PGE REPRESENTATIVE FOR PUNCH OUT • ,, :. ° 1 fn LOCATION AND CONTINUING VIA BURIED 3' DIAMETER SCHED 40 \ +: ° -_,o '.,�_�� CONDUIT WITHIN UNDERGROUND TRENCH TO PROPOSED T � T ADJACENT AT &T UTILITY MOUNTED H -FRAME METER AND BASE \ 1 to 0 W (:). 0 ", M � r M �' 9� � :a 9999 Be0 , 4 fA , 014 Cr fit 0 D2 , ... , A . 0 .°T. s .: • milt a N !. T \ .7" • e % f ' s,llt a,At ft* \�n O Y W a 1 =00 0 ? .v' ■ Ni I Sp %0 03 co i =: E y— i 1 S•2 -90 Pha \ \T I I I I I/ / / //� T / \ T \ / T / \ / \ \ PACIFIC TELECOM SERVICES, / \ / \ T / \ \ \ LLC \ 206 Fed Avenue 00 F s_ Suit 9 03 -6513 / \ �• s..els, 7"1. BeI01 Phone: (206) 00 667. (206) 9 T \ ` PR OPOS \ T TELCO SERVICE ORIGINATING FROM VERIZON \T \ TELCO BOX WITHIN JCPENNYS BUILDING APPROX. 20' AWAY + _ • / COORDINAT1ON WITH VERIZON REPRESENTATIVE FOR PUNCH OUT -- 07 - - / U 'DATE I / LOCATION) AND CONTINUING VIA BURIED 4' DIAMETER SCHED 40 / /x / \ CONDUIT WITHIN UNDERGROUND TRENCH TO A PROPOSED VERIZON / (DRAWN BY: JTO / H -FRAME ON NORTH FACE OF JCPENNYS BUILDING AND FURTHER / / UTILITY H -FRAME lELCO NEMA BOX (INCLUDING THE / CHECKED BY: / BORING OF CONDUIT UNDER THE EXISTING ROAD WAY ID SITE) RIM / TO AT &T UT REVISIONS T T]_CO H- FRAME � / / ( j ` are DESCRIPTION perm \ PROPOSED seem LEASE EXHIBIT JFO / \ -2I- PRELIM CD'S JFO / \ BE PROTECTED BY BOLLARDS W MATCH [E] SURFACE TRENCH / \ K.....„............ (043 REV. P L. CO JFO S \ ` ,, 110.0] FINAL GO'S JFO / \ / \\ EXCAVATION / MAGNETIC - WARNING TAPE / \ \ \ \ \ \ \NEXCAVATED AREA / NOT FOR CONSTRUCTION UNLESS / --•••---"----....„..........,„, / ° \ \\ / \/ D FILL PER COMPACTED CABLED AS CONSTRUCTION SET / \ 0 I / / \/ TE / ''''-''---..,„_s_.....,, / / \� \ � � UTILITY TE REO. SfiE \ ./ PW11 / / �LV�X" /� WASHINGTON SQUARE \ � \ � 9585 SW WASHINGTON SQUARE RD \ / / �. TIGARD, OR 97223 / \ \ / �� \ SHEET � \ SAND FILL ME r) \ \ UTILITY PLAN & DETAILS T GRAPHIC SCALE UTILITY PLAN ` 11, I CONDUIT • 24'x38' SCALE 1..400' Hone m be a, ELEC CONDUIT TRENCH SHEEP NUMBER 11'x17" SCALE: 1' =400' fine 61090, N aVane10). 1 — 1 bandfted 137 24'x38; S 3/4",:=1:-0; 1 11 x17 SCALE 18 =1 - / 96" f d THREADED CAPS 33" BETWEEN CONDUIT INTO FLEXBET j & CONDUIT OUT TO CUSTOMER M '� EQUIPMENT THEN NEW CONDUIT Cl 4 -108 UNISTRUTS (TWO ON EACH SIDE) _ -EVERY 16" PER NEW CUSTOMER. - r-•! • w 5 -24" VERTICAL UNISTRUTS ARE REQUIRED I 1 WA 8 • ENCLOSURE FENCE IF APPLICABLE FOR MOUNTING HOUSINGS ° 2 o rn 3 9gg 4 °x10' GALVANIZED STD PIPE OR / / —� p m z 6x6 PT POSTS (BREAK AWAY IF Z • REQUIRED BY LOCAL CODES) - �` - } a 9 N 8 in ID IM 4 GALVANIZED STD PIPE OR 6x6 PT POSTS (BREAK AWAY IF O REQUIRED BY LOCAL CODES) 3" BETWEEN POST & CONDUIT li ''1 F 1 - --- - - - - - 1 F -; F 1 2 "0 PVC TO CUSTOMER FACILITIES 111 I I I I I I I 6 1 1 1 1 1 4 .rr 7 KW ' <'r ' ;f4NS' ;ter' y 2" PVC CONDUIT (TO 1 11 r i V r`j VERZON FACILITIE) /� // 1 9 , 4 -108° UNISTRUTS ( TWO ON EACH SIDE) /j` ! % / �` 6 ) 4 �Q � r> f ` � �° E ° a - 5 -24 VERTICAL UNISTRUTS ARE REQUIRED � , I I�I� O. VE RT (MIN.) \ I , j\ t ; 'l E FOR MOUNTING HOUSINGS �t I N . I -> ; � `\�`,: [E] SOIL ." 4 e G' /. c ..4J 111 18 °0 ./ - ■ P ✓ • 1 i FOUNDATION e� j2`� /' 3 TIES ® 6 O.C. . / S / fi/ .*4*. � � � 1 B ° 0 FOUNDATION ` ` 4 - - - ' FOUNDATION PLAN VERIZON H -FRAME PLAN FT x3 VERIZON H -FRAME ELEVATIO 24x38° SCALE 3 4 " =1' - 24 °6' SCALE: 3/ =1- 9 PACIFIC TELECOM SERVICES, 11 "x17 SCALE 3/8 " =1' -0" 11 ° x17 SCALE: 3/8 LLC 568 FLd Remus S.. S°Qo 650 S.MY. VA. 681M 96° Mum= (306) 342 -90E8 r68 006) 907 -8513 THREADED CAPS 5)4" 5y4" 5)/ • / '� 'DATE: 87 - O8 ABOVE DETAILS HAVE UNDERGONE 4 - 108" UNISTRUTS � / // / MODERATE MODIFICATION PERTAINING 1 (TWO ON EACH SIDE) 1 �t (DRAWN BY: I TO THE PIER DESIGN r- - - --i r - - - - 1 FLE)(BET T1 NCTE I I 1 I 18.5'0.2 "x8.25' 18';14'x6• I 11 NCIE I I T1 NCTE I 01 ID0583301 114738162 I FUMRE I I FUTURE 1 (CHECKED BY: RBH I • 4 ° x10' GALVANIZED STD PIPE OR 1 1 1 I 6x6 PT POSTS (BREAK AWAY IF min . LIT -Tr� ir - 1 REQUIRED BY LOCAL CODES) I [ REVISIONS • It I N DATE DESCRIPTION 11UIUL Q @. LEASE EXHIBIT JFO _ REVISION 0) -11-. PRELIM CD'S JFO �41.0) REV. PRELIM CD'S JFO I5-M -. FINAL CO'S JFO 3" BETWEEN POST & CONDUIT CU T ''' �41.0) • 2 "0 PVC TO CUSTOMER FACILITIES I 'I C USTO P M VC ER O FACILITI ES \r<:,\vorgl w<,7 re .r\-e- wx_ �i ✓i� / /: 111 "4/ P l`. �� ' G� f fi; ♦ ♦'� �� ; ` ` v \ / 4 `�•/ /�� ` *. ) / //•t :I ' NOT FOR CONSTRUCTION UNLESS 2" PVC CONDUIT (TO �ll� �✓/ / / % ` \ /j ` jj p4% /44 / i \/. CABLED AS CONSTRUCTION SET VERIZON FACILITIES) �i � ��!/ � N /� ��, SITE 1 l∎ I , //. ■ I , . PW11 [E] SOIL `A �/ WASHINGTON SQUARE / • � �4 -j 9585 SW WASHINGTON SQUARE RD . V �`j �� i% TIGARD, OR 97223 \/1 ,ss. \ j1 4 i FOUNDATION ` ��j /`��j�� ` / ��. SHEET TITLE • (SEE 9/E -1.1) •/ • �/� VERIZON H -FRAME DETAILS NOT USED VERIZON H -FRAME ELEVATION SHEET NUMBER 11 x17" SCALE 3 " / 8 r -0: E ®1 .1 •. ELECTRICAL SPECIFICATION; \ 1. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE REQUIREMENTS OF ALL APPUCABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. NOTE OR r a \ O ULTRASITE CABINET SEE 1 /E -2 F en 3 0 • 2. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND in KEYED NOTES. 06 3 o o a, EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN ARGUS Te21 ` 9 3 NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING POWER CABINET © ULTRASFTE CABINET > > W o ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. (c o Cf m z z . _ ��/ 0 .-0 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE �11p ICI, giiuljilii\ eil��[ ilJTiiiilj�lililgNG�p" iGj�iiijh�Ii) iuij!' ry' I��Iililu( �n\ gipOha] wi giuli \ {uiill'IIImI`u'IIII�aIII ml�IIl N - y)I;ylp rr III " W CONDUIT: SCHEDULE 40 CONFORMING TO UL ARTICLE 651: WESTERN ` �IIliIIIIIIIIIPIIIII��. 1111IIIII .i�J11� } 1 ' " `) m' ce PLASTICS OR CARBON MANUFACTURER. COUPUNGS SHALL BE K -0 E =3 SLIP -ON SOLVENT SEALED T PIPE SOLVENT, WESTERN TYPE IiiIII COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30 MINIMUM IIII� / _ ° �1 RADIUS. 111TH _ __ E j n _ I 4. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE I , I �IN E° I I aI IIIII I IIII , ♦_�� CROSS -LINKED POLYETHYLENE II i ■ ►% • / / / I �. ~ E '1 1, I 1111 ' ■ 5. CONTRACTOR TO CO ALL UTILITIES FOR LOCATION OF I I I I _ � � _ _ _ �, __ = IIIII UMTS \ °D UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED r _______ _ .----" �j = �� II�1I PRIOR TO CONSTRUCTION. ARGUS Te20b -s : =t CABINETS a x I ) \ \ \' - ao II1I'A= �1.e1 a000, 3 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING. FILING, �� CABINET I I 1111111 ' _ 11111111 CT M AND FEES IN CONJUNCTION WITH THE PROJECT. mil �-0 I � ��(;;►II ? ' ulagll�u�Iglq� =� _ � � � i iiiii 7. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS ` ig i.,,.- ° M � � '°° 5 " — 1 IP N WITH THE PROPER AUTHORES AND INFORM AT &T 24 -HOURS IN T 1 I / . c ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE �T 1 1 E FIT SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS , • 1 I AFTER THE INSPECTION HAS TAKEN PLACE © ---..47- T J � 8. ALL EQUIPMENT. WIRING. AND MATERIALS MUST HAVE A UL LABEL \ 9. ALL WORK SHALL BE DONE BY QUAUFIED AND EXPERIENCED \ T JOURNEYMEN AND PERFORMED IN A WORKMANUKE MANNER AND \T SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP T THE PROGRESS OF THE PROJECT. \T '-TEkECTRICAL / TELCO SCHEMATIC 10. THOROUGHLY TEST ALL LINES, FEEDERS. EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION T \ NOT TO SCALE 9 PACIFIC TELECOM SERVICES, LLC sae ilnl Ammo Suit . S. 00 WA. 11. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION Prone: (x0a) 3 0005°4 (208) 903$413 TO TERMINATION WITHOUT SPUCES EXISTING TELCO SERVICE BOX POWER CABINET ULTRASITE CABINET UMTS CABINETS 12. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED EXISTING POWER TRANSFORMER. BY CODES AND /OR UTILITY COMPANIES. p 9 INSTALLATION OF CONDUIT AND PULL CORD EXPANSION 'DATE: 07 BY C FI NAL CONNECTION TO POWER CABINET ‘.41111411 --- , 13. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE TRANSFORMER SHALL BE BY LOCAL UTILITY. MECHANICAL EQUIPMENT TO AVOID LOCATION CONFUCTS, CONTRACTOR I DRAWN BY: JF ., SHALL VERIFY ALL LOCATIONS. ELECTRICAL EQUIPMENT 14. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, 3 & 4 PVC CONDUIT SCHED 'CHECKED BY: RBH I EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 40 STUB -UPS (SUPPLIED AND 15. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH INSTALLED BY CONTRACTOR) g REVISION PULLBOXES AS r ■ 6 DATE 0CI�DON DIM TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE REQUIRED BY UTILITY. E R'' w-0e LEASE EXHIBIT JFo BREAKER. • I' II �, i ■ - w-u-W PRELIM CD'S JFO i 0N3-0! REV. PRELIM CD'S JFO 16. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE cc ° j _, ° ° ° a 12-19 -m FINAL CO'S JFO CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN I : • ' • e ' THE INTEGRITY OF THE FIRE SEPARATION. — • I ■ ■ 17. UIIUZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL Q I CAMLOCK GENERATOR Li ; • • E • XTERIOR WALL PENETRATIONS FT ' — - P LUG ENCLOSURE - I FINISH (;RArw 1 _ I I 1 I II L \ \ / ^\ /^\ 11 / II \ ---- \ // \\ I \\ — ^ -- ' - - -- -- _ __,/, U I NOT FOR CONSTRUCTION UNLESS •\ ...../.. \ \` _ �6 k / LABLED AS CONSTRUCTION SET SITE ' O (2) 2 UNDERGROUND CONDUIT PVC CONDUIT SCHED PW 1 1 40 FROM TE21 CABINET TO POWER CABINET STUB -UP WASHINGTON SQUARE SEE SHEET E -1 FOR UTILITY NOTE: ROUTE & TRENCH DETAIL ALL UNDERGROUND CONDUIT (1) UNDERGROUND CONDUIT MIN. 2 PVC CONDUIT SCHED 9585 SW WASHINGTON SQUARE RD NEW UNDERGROUND ELECTRIC SERVICE Q BENDS TO HAVE MIN. 24 BEND. v 40 FROM AC POWER TO UMTS CABINET STUB -UP TIGARD, OR 97223 MIN. 3 ° 0 PVC CONDUIT TO SSC CABINET USE RGS CONDUIT SIZING TO PROVIDE FULL LENGTH 3/8 NYLON W/ TAPE PULL ROPE IN MATCH, WITH 90 BEND (SUPPLIED CONDUIT. VERIFY WITH LOCAL TELEPHONE CO. SHEET LRLE NEW UNDERGROUND TELCO SERVICE MIN. 4 ° 0 AND INSTALLED BY CONTRACTOR) REQUIREMENTS (SUPPUED AND INSTALLED BY CONTRACTOR) I ELECTRICAL-TELCO DETAILS PVC CONDUIT SCHED 40, TO UTILITY BACKBOARD PROVIDE CONDUCTORS OR FULL LENGTH PULL ROPE IN POWER RISER DIAGRAM SHEET NUMBER ' CONDUIT AS REQUIRED BY LOCAL UTILITY CO. (SUPPLIED AND INSTALLED BY CONTRACTOR). 1 NOT TO SCALE S.: m 1. SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120/240 VAC. 60HZ SERVICE FOR Co AWS STS PANEL SCHEDULE '- m 2. SUBCONTRACTOR SHALL COORDINATE WITH ELECTRICIAN BEFORE THE START OF CONSTRUCTION. REQUIREMENTS. POWER A TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY NUMBER LOCATION: ELECTRICAL ROOM 120 /240 VOLTS 1 PHASE 3 WIRE "c; n3a N 0� 06 . 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL A SERVING: LTS, NEC, EQUIPMENT 200 AMP with MAIN BREAKER z o m MANUFACTURER. CKT. TRIP IF TRIP CKT. ` 9 pi, 3 LOAD DESCRIPTION KVA \�� KVA LOAD DESCRIPTION 4. AU. SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WTTH THE N.E.C. AND UTILITY NO. AMPS n AMPS N0. > > w c COMPANY AND LOCAL CODE REQUIREMENTS. C m 2 2 i RECEPTACLES 0.8 20 ^ - 60 SURGE ARRESTOR 2 o 5. SUBCONTRACTOR SHALL INSTALL 38 OF FLEX CONDUIT WITH ALL CONDUIT FITTINGS (NUTS, 3 LIGHTING 0.4 20 ^ -)"_ 4 PI w REDUCING BUSHINGS, ELBOWS. COUPLINGS, ETC.) NECESSARY FOR CONNECTION TO THE BTS 5 RECTIFIER 30 4.3 RECTIFIER (MAIN GSM BTS) 6 •- a: CABINET. 7 RECTIFIER 30 ` r _ � _ 8 8. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT 9 RECTIFIER (MAIN UMTS BTS) 4.3 30 T T 30 4.3 RECTIFIER (EXTENSION GSM BTS) 10 RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. J� J. 11 _ - 12 7. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 13 RECTIFIER (EXTENSION UMTS BTS) 4.3 30 30 4.3 RECTIFIER (OPTIONAL GSM BTS) 14 CONDUCTOR ( #10 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN -2. CLASS B STRANDED COPPER CABLE RATED FOR 75'C (WET AND DRY) OPERATION; LISTED OR LABELED 15 - 16 FOR THE LOCATION AND RACEWAY SYSTEM USED. 17 3 -TON A/C UNIT 6.0 30 T 30 4.3 RECTIFIER (OPTIONAL GSM BTS) 18 8. CUT, COIL AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATING BY 19 .+. 20 11; ' TA 4i ap NOKIA. 21 3 -TON A/C UNIT 6.0 30 - 30 1.9 RECTIFIER (SITE SUPPORT CABINET) 22 "\\ p x 2 k _ N I Q• 23 24 � c � 25 RECTIFIER 30 ^ ^_ - 30 RECTIFIER 26 � 2 ix M a OPTIONAL SOLUTION 27 RECTIFIER 30 ' ^- 30 RECTIFIER 28 - `� 7 g V . SQUARE D DISTRIBUTION 29 RECTIFIER 30 ' ^_ 30 RECTIFIER 30 = E PANEL WHEN TRANSFER !:.;•.: 2 - E SWITCH IS SEPARATE REMARKS: CONNECTED LOAD: 40.9 KVA 170 AMPS _' ` �1 8 o m TELCO SERVICE POWER SERVICE DEMAND LOAD: KVA AMPS (SEE NOTE 2) I 3' PVC - 3 #3/0 THHN 4'0 IMC /PVC CONDUIT CU & 1 #6 THHN CU GND TELCO DEMARCATION BOX - 200A METER miwrmm 2' EMT 3 THHN CU PANEL SCHEDULE - I 0 & 1 #6 THHN CU GND NOT TO SCALE 9 I PACIFIC TELECOM SERVICES, LLC SEE NOTE 8 I I Find I Annu. S.. SPM 650 I H - - - - %I C � J J / * . Phan (208) iii -9000 WA 116104 (w6) 603 -8513 15 L __ 9? /Pe TF21 GENERATOR I D ISTRIBUTION PANEL O / RECEPTACLE I . �MTL600 1 EC I 1415 \ L-13131. VAULT CAPTIVE (DATE: I FLEX CONDUIT 60KA TVSS G ALV. l6T EYE 1L COVER 07-08-08 NOTES ICU SERIES SURGE O , ( �B• • CONNECTORS) PROTECTOR _ DRAWN BY: JFO 3/4' FLEX NOKIA POWER \ p I (CHECKED BY: RBH I CONDUIT ULTRASITE RANT CABINET TE21 PANEL A 3 ; EMi -3 #6 THHN CU 777 .._ #2 AWG (BACK) CARNET 1 -#4 AWG GROUND 4', 114 REVISIONS SUPPLEMENTAL $ 34 DATE OFSCR1PIWN NM EQUIPMENT 6111E1. /t. 01-m-co LEASE EXHIBIT JFO GROUND 3 - EMT W/ 9 B10 1. DISTAL. ON 3/4 AGGREGATE Mal SHALL EXTEND A IDIOM OF B' 8.IF■ PRELIM CD'S JFO CONDUCTOR c1-2* EMT (4CKTS, 2 POLE & BOX SEE DETAILS 3,4 SHEET E -1 ��SPECIFICCUUNMY.4' D. BEIAW THE 0-140 FINAL �CD JFO UNIT W/4 1 - #10 GROUND) 2. UTY VAULT CO1IPANY NOEL p324 OR EQUAL ` e l P CAT 5 NOT USED TYP. UNDERGROUND PULLBOX NOT TO SCALE n ' / _ / TO GROUNDING SYSTEM - i TE TELCO FROM 1ELCO RISER THROUGH 4'0 PVC TO TELCO PUUBO%S, SET BOX LIFT EYE BRASS I. BOLTS . _ o THEN ROUTE TO TELCO FLUSH WITH CAST IRON COVER NUTS W DIAGONAL BOARD. FINISHED GRADE CORNERS TO GROUNDING SYSTEM SET BOX FLUSH MOH , EYE ■ ∎ Z BOLLS � I ,. , I� NOT FOR CONSTRUCTION UNLESS FINISHED M SIUD GRADE CAST IRON COVER IN DIAGONAL SEE DETAR. 1 - , �t° { LABLED AS CONSTRUCTION SET CORNERS SHEET E -1 PULL BOX '• ' °. «'T..._�_�•i "h 86 BARE • SITE a'+% I , ' ' ''. SHEET E -1 SEE DETAIL 1 .GROUND WIRE PWI 1 PULL BOX NI MIN R OUNDING WASHINGTON SQUARE � : li BUSHING - i . IN c:' 9585 SW WASHINGTON SQUARE RD 4 - ' " i PEA GRAVEL > I �, ~ ' 2• TIGARD, OR 97223 EQUIPMENT SPFCIFlCATIOR M PEA GRAVEL ;$3. � 8 x: ?; J • ` � VIM It CONDUIT o S1Z AND SHEET TITLE ' 1. *EYElANDER CELL TRANSFER PANEL WTIT1 MAIN DISCONNECT, ..,.:;'on Fg°,, >,_ . NUMBERS AS REQ. 4 I ELECTRICAL DETAILS BREAKERS & TRANSFER SWITCH (CATALOG #WMTS200 -28 -I -200), G AU.10' - 0 • GROUND ROD 2. AC DATA SYSTEMS SURGE SUPPRESSOR (MODEL #LW2XXC -GNA) 240 /120 V SINGLE PHASE ELECTRICAL ONE LINE DIAGRAM INSTALLATION TELCO PULLBOX, INSTALLATION ELEC. PULLBOX� SHEET NUMBER 3 NOT TO SCALE L NOT TO SCALE ' E - 2 . 1 MTC6001 EC DIRECTION OF UNISTRUT 17 F. if 9) I 1 -Phase Compact Generator Interface Panel 4 "x10 HDG STL PLATE y W/ H OLES FOR ANCHORING > \ Maximum Operating Voltage 240 VAC Une-to-Une Dimensions Body / All 1° �'a 0x10 ANCHOR BOLT W/ 2' .0) Nominat Frequency 60 Hertz Height 25.0• (63.50 cm) / 27.466• (69.76 cm) EXPOSURE ABOVE TOP OF PIER - N Phases /Configuration Single Width 9.5' (24.13 cm) / 9.803' (24.89 cm) a 1° (L1, L2. Neutral, & Depth 9.539' Safety Ground) (26.90 cm) / (28.80 cm) �� 24.23• r ( OPTIONAL PIER SOLU11ON . ) n m Input /Output Current Rating 200 Amperes RMS 8 ° o rn • In ut Circuit Breaker Rating 200 Amperes Weight ^ 30 lbs. / 13.6 kg • a p g p per Pole Paint Gray Powder Coot r r \ 460 D( BOLTS W/ 4 J¢° z f 3 \ Short Circuit Current Rating 5,000 Amperes RMS, �, EMBEDMENT 2 TYP PER IS 5 S metrical, Connectors (4) Crouse -Hinds E1016 Series, *_ ym \ SUPPORT (SLAB SOLUTION) c PLAN 240 VAC Maximum Mole, Double Set Screw Style \ W co G m z z Status Jumper Conn (Included) MC2076 AT &T De Jumper Status o • Input from Generator Wire Size 1/0 -4/0 k \ Connector (with st relief) • '� OPTIONAL DIRECT EXP E Output to Transfer Switch Wire Size #2 -4 /0 roe i I 1 ))) ) Output Conduit Trade Size Up to 3 inch (sides, rear, & top) Cable (Optional; Sold Separately) MC2075 AT &T Deutsch Connector BOLT TO EXISTING z Local Safety Ground Connection Dual 5/16 in. studs 20 Cable (600V insulation) 0 FOUNDATION \ Enclosure Rating NEMA 3R UL 1008 Listed fer Switch Accessory 10 Access Restriction Screwdriver Latch & Padlock Hasp 7 _.. E [] 11•x17 1 E/2� =1 --O 1 3 ® N UTILITY RACK KEYED NOTES �12 Y co CENTER TO CENTER, C CUTLER - HAMMER OUTDOOR METER BASE 14- 1/4 ° X29 ° X6 -1/2 �� ° d ID OW /100A MAIN BREAKER (MODEL# CGBT200R /SC). ELECTRIC SERVICE 2. I TOP 6' -0 ABOVE FINISH GRADE. o n o °rn 2. NSTALL TEMPORARY FRAME SUPPORTS. TOP OF SUPPORTS TO C7 ® 3 METER ENCLOSURE SUPPLIED AND INSTALLED BY CONTRACTOR PER BE 37 INCHES BELOW TOP OF POST. C LOCAL UTILITY CO. REQUIREMENTS 3. LIFT FRAME, COMPLETE WfiH BACKING BOARD, AND SET ON `0 3 TEMPORARY SUPPORTS. CENTER THE FRAME ASSEMBLY AND C '" "' ° ° \ O•EYEIANDER CELL TRANSFER PANEL WiTH MAIN DISCONNECT, UTILITY RACK INSTALLATION INSTALLATION N 1. SET 2 W SCHEDULE 40 POSTS 6' -0 ;, -- 1 E N rp/ BREAKERS &TRANSFER SWITCH (CATALOGWMTS200 -28 -I -200), SUBSEQUENTLY SECURELY FASTEN THE TOP 2 HORIZONTAL STRUTS MOUNTING PLATE DETAIL II ' ,; E TO POSTS WITH STRUT CLAMPS. C � I o j ... _ 200 AMP PANEL / LOAD CENTER / +12 POSITION MIN. (SQUARE D) 4. REMOVE SUPPORTS AND USE THESE 2 SUPPORT CLAMPS TO �=- = - - - -= SIDE VIEW FRONT VIEW (1) 60 AMP DOUBLE POLE BREAKER FOR SURGE SUPPRESSER FASTEN THE LOWER STRUT TO THE POSTS. bIICRIN CAMLOCK (1) 20 AMP SINGLE POLE BREAKER FOR LIGHTING & OUTLET 5. CUT OFF EXCESS STRUT, EXTENDING BEYOND PIPE SUPPORTS, GENERATOR PLUG (1) 30 AMP DOUBLE POLE BREAKER FOR ELECTRONICS CABINET CLEAN THE ENDS AND COLD GALVANIZE. SUBSEQUENTLY PUSH ON H.D.G. STEEL PIPE METAL END CAPS. CAPS (TYP. OF 2) ENCLOSURE 04 SQUARE ELECTRICAL BOX W/ (1) 15 AMP SINGLE POLE GFl 6. INSTALL LIGHT AND CONDUIT. PN: MTC6001 EC OUTLET WITH 1 HR TIMER SWITCH FOR HALOGEN LIGHT W/ COVER 7. REMOVE BACKING BOARD. INTERSECT TM, INC. CAM LOCK (ICL) SERIES GENERATOR RECEPTACLE 8. DISPOSE OF BACKING BOARD AND ALL ATTACHING HARDWARE. TL UNISTRUT D ' -6 END CAP (BY r (CATALOG #MTC6001EC) 200 AMP /4W /4P /STY 1 (TBD PRONG) 5 POWER STRUT, ICL SERIES CONNECTOR PANEL TEL -TREND BOX (MODEL fTCP504GT) NOTE: SUBSTITUTE WITH Q Q Q t. ) NOT TO SCALE 1 2 ONEMA 3R (18x24x8) RATED TELCO DEMARC BOX WHEN TEL -TREND ■ '` \ PACIFIC TELECOM SERVICES, 111/ BOX NOT REQ GROUND WiTH 12 POSITION BUSS BAR (TO BE '� LLC \ �° — F1261 ., sl .,m• x 104 650 VERIFIED W/ LOCAL SERVICE PROVIDER). O — 1 • Manx (Z0) • •, 568 F ; 2-90 1 r . �m6) 003 -ISIS NOTE: HOFFMAN BOX MODEL #A- 16128JFGQRR W/ PLYWOOD - III BACKBOARD INSIDE TO BE SUBSTITUTED FOR TEL -TREND BOX L " WHEN VERIZON IS TELCO PROVIDER 1 III \ -- O3 ° 0 HOT DIP GALVANIZED SCHED. 40 STEEL - • — _ � k © (DATE: o7 - 08 - DB I isi -fi O PIPE SET IN 2400 PSI CONCRETE 51s SACK MIX O DATA SYSTEMS SURGE SUPPRESSOR (MODEL #LW2XXC-GNA) �� - _ - . I dro 1 1 DRAWN BY: 240 /120 V SINGLE PHASE o O (TYp) I 1 O OJ CINGULAR ID PLATE I - (CHECKED BY: _ _ RBH . K ERICSSON GPS ANTENNA. IN THE CASE OF 11 INSTALLATIONS - �I ° _ F - - - o - WHERE CABINETS ARE LOCATED INSIDE A BUILDING AND ANTENNAS ... REVISIONS N_ r ARE REMOTE. CONTRACTOR SHALL PROVIDE (1) 3 ° 0 SCH 40 ° ME DESCRIPTION DIM I 1 * CONDUIT (W/ PULL STRING & CAPPED OFF) THAT FOLLOWS THE °� ® m� m LEASE EXHIBIT JFo ° -� P OF THE COAX FROM THE ENTRY POINT AT THE CABINET TO A of II- PRELIM cos ..1F0 C6-II- PRELIM CD JFO POINT WHERE AN UNOBSTRUCTED LINE OF SIGHT TO THE OPEN 8 5 8 o 1 5 ° xt ° S.S. O SKY OCCURS FOR GPS MOUNTING. / / O wua FINAL co'e JFo lo \-- UNISTRUT U- BOLTED TO N---- I� - - - — - 1=3E11 0 JOSLYN SURGE SUPPRESSOR PIPE - SPACING AS REQUIRED 1265 85MN/120/240 VAC / BY PANEL CONFIGURATION M O m SINGLE PHASE /3 WIRE /50 -60 HZ " 1 © 1 O OJ 3 x 3 ° 0 PVC TO UTILITY , 1-� N_____,___,- v t Demlem. (VERIFY W/ POWER CO) �- I I I 111 1 1 I 2 ° 0 PVC TO NOT FOR CONSTRUCTION UNLESS l i I III i 1 I CABI (TYP) LABLED AS CONSTRUCTION SET 1 O © 1 1 I 111 1 III I I • SiTE OMOUNTING PLATE (SEE 13/E -2.2) 2 ° 0 PVC TO EQUIPMENT _ = I 1 I PW11 1 8 0 PVC TO HALOGEN LIGHT , ,,,. WASHINGTON SQUARE ON COAX SUPPORT RACK 1 1 I III I I 11 II II 1 4 °0 PVC TO 9585 SW WASHINGTON SQUARE RD I I I III II II 1111 1 UTILITY (VERIFY TiGARD, OR 97223 NOTES: I r I HI I I I I 11 11 - I CO) • SOURCE: EYELANDER 1. BACKING BOARD AND ATTACHING HARDWARE C. rj r t! WITH TELCO ) ELECTRIC 601 EEVERETT AVE 800-932-8986 PROVIDED ALL USTEDA TITLE COMPONENTS 70 BE PROVIDED BY / 1JTILiTY RACKTAILS PO BOX 1479 CIRCULAR UNLESS OTHERWISE NOTED. EVERETT. WA. 98206 3. CONTRACTOR SHALL FIELD- VERIFY EXACT ROUTING OF E REFER To DETAIL 1/E-1 FOR UTILITY RACK FRONT ELEVATION SHEET NUMBER UTILITY RACK SIDE ELEVATION TRENCHING REQUIREMENTS FOLLOW W ALL APPUCABLE 24'46* %CALE: 1/2 =1-0 4 LOCAL COES & UTILITY REQUIREMENTS. 24'48" CALF ° = 1/21' 0° E-22 11 x17 SCALE 1"=1'-0" 11 x17 SCALE 16=18-0° . `GROUNDING SPECIFICATION PROVIDED BY GROUNDING KEYED NOTES :12 ALLCLEAR COMMUNICATIONS SERVICES CONTACT: MR. SCOTT CURRY EXTERNAL GROUND RING: #2 SOLID PH: (310) -530 -8534 TINNED WIRE AT 24° BELOW GRADE. 'Q O MAIN GROUND CONNECTION POINT. CI 3 5/8 X 8 - 0 ° COPPER GROUND ROD. SPACING +" 'O n 3 0 3 OF GROUND ROD TYPICAL AS REQUIRED. O c o rn 9z3 44 GROUND FROM INTERNAL GROUND CONNECTION TO GROUND BAR. 1 C m z O FROM MGB RUN2 GROUND WIRE IN 1 SCHEDULE 40 PVC v o • © © 5 CONDUIT TO SIDE SPLICE CADWELD 0 GROUND RING. HEAT a O— � ,ii � i'I �� PRODUCE LARGE RADIUS BENDS. STRAP �_ tom. 5 - .' '� 1 ,,� , �_ ' �, , �i \�. - - -- " n ` -- �- - _. — L i BAR SEE 9 & 1 -31 / AT 2 POINTS MIN _ O GROUND BUSS 1 E l uwu hii �G I iulellu fau lll' v "' "' Ii "-; • • : '..m. ".""...... °_. "_ .l .... . . ui2.........,. - -,._,L_L_�f;W__.I _ Ls,��➢,U. Il�uu�m.m,m�m, ". P�. m�© �imninminN t!'Du�jn� i» "`"•'I�� CONNECTION FROM GROUND ROD TO FENCE, �rY1P6imm.mwmuus_ gm— — ,. —' � /�I�IIC@ Nmm'.Wil l tl ll�tl 4 ■O INllllllllllll�%? hill!! � r m r- :., 7 f rill, �� ABOVE COPPER STRAP. SEE DETAIL 9/e -3.3. 111111 , =3 = El f HIM INDIP11 4 )/ E 11 11 I — � � c3.., n;uil j r I - I{ 111111 ' ..;"7/47//,: H. T I E INTO O EQUIPMENT PLATFORM t �� \lI C uoll i 1 ■ / i ! 111!1 ' 111I1 1� GROUND RING v ` n �� =I I I '' 11 102 LID TINm GR WIRE. ��' o rn 11l.l1111 111111 Q i %` ; a III — r I ` f� i � i iflilllllllll1 IIIIII y „• 3 !� L— _ _i__ I _ 1— == - _ µ- ' `" ` `: �s 7 �� IIII 11111111 - -- al I I m11P;F ►ul1 E--- m GROUNDING NOTES & LEGEND ` 1 '$ 0 p -� m I h iii 111 =c I mo— , .. . : „.. i M I . ud -o . � i nn II I II II I I _E =1�1! ii iiii __ ``-` ”" I! \.,,.. I I I L ,L. _ - l -___ GENERAL GROUNDING NOTES • ___ _ I i I EEE= I I 1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION `� �, Es_. _ _ _ _ - _ _ .. _ j _i AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. E ` .71 I k( I I . =� tt I 0 I tt 2.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER :J - - -- METAWC COMPONENTS USING GROUND WIRES AND CONNECT TO 1 © ___ - 1 SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS ■ ■ -.- w _ MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND 1 u E _ = = 6 I COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING PACIFIC TELECOM SERVICES. _ ___ MFR'S PRACTICES. LLC -;- O 14 • ■ 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE Plasm e 3 3 , am: (Toe) 34s - soeo vm: r ' (xoe) 903-4513 COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED - - 1 „°•— WIRE ABOVE GROUND. seii I 6 I 4.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING !DATE: l AND OTHER OPERATIONAL TESTING W BE WITNESSED BY AT &T 07 - 08 - 08 ■ I -_' - - -. u. d I 1 WIRELESS. LLC. REPRESENTATIVE. . _;_ WILL BE 1 5.REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL (DRAWN BY: JFO I - PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. (CHECKED BY: RBH I 6.ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY REVISIONS DESCRIPRON DIM a�m� LEASE EXHIBIT ..1F0 AUTHORIZED AT &T WIRELESS, LLC. REPRESENTATIVE, PRIOR TO DATE INSTALLATION INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL a CADWELDS AND GROUND RING G-IIS PRELIM CD•S JFo 05-23-03 REV. PRELIM CD'S JFO �„�� - _ 7.NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES 104446 FINAL CD•S _ JFC 4 - .11m1,7' ----- - z � l � � �� INSTAWNG GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. • GROUNDING ROD NOTES PROPRIETARY INFORMATION ' INHERE APPLICABLE) THE INFORMATION CONTAINED ELECTRICAL CONTRACTOR SHALL IN THIS SET OF / ORDER GROUND RESISTANCE CONSTRUCTION DOCUMENTS IS TESTING ONCE THE GROUND SYSTEM PROPRIETARY BY NATURE. ANY NOT FOR CONSTRUCTION UNLESS HAS BEEN INSTALLED; A QUALIFIED USE OR DISCLOSURE OTHER LABLED AS CONSTRUCTION SET INDMDUAL, UTILIZING THE FALL OF THAN THAT WHICH RELATES POTENTIAL METHOD, SHOULD TO AT &T WIRELESS, LLC. PERFORM THE TEST. THE REPORT SERVICES IS STRICTLY SITE WILL SHOW THE LOCATION OF THE PROHIBITED. PW11 TEST AND CONTAIN NO LESS THAN WASHINGTON SQUARE SYMBOL DESCRIPTION 9 TEST POINTS ALONG THE TESTING 9585 SW WASHINGTON SQUARE RD LINE, GRAPHED OUT TO SHOW THE PLATEAU. TIGARD, OR 97223 b COPPER GROUND ROD 2 POINT GROUND TEST OR 3 POINT MA g • 62% TESTS WILL NOT BE ACCEPTED SCHEMATIC GROUNDING r, CADWELD CONNECTION AS ALTERNATIVES TO THE AFORE PLAN f MENTIONED GROUND TESTS. TEST GRAPHIC SCALE SCHEMATIC GROUNDING PLAN CI►�l 7, SIDE SPLICE CADWELD t COUNTERPOISE ISOLATED FROM SHEET NUMBER ITTiiii 24°x36° SCALE: 3/8 =1' - Nom t b d e t erm i ne d by THE A/C SYSTEM GRIDS AND 11 ° X17 ° SCALE: 3/18 ° =1' - eae Of 45 �kh FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM EXISTING COMMUNICATIONS FACILITY. li CD CD NOTE: COAT AU. MECHANICAL CONNECTIONS . i ill , — .Nat.:: WITH ° NOOX ° OR APPROVED EQUAL • y. N / ?,(0 "d n 3 0 2/0 NEW COAXIAL GROUND KITS W/ o o rn LONG B COMPRESSION z z 3 DOUBLE LUGS, ATTACH TO GROUND 4J i TYPE GR TYPE GL LUG BAR & INSTALL BY ANTENNA p m z • CONTRACTOR (CADWELD TYPE -GL) ) ^ z o SECTOR A SECTOR B SECTOR C (2) ANTENNAS (2) ANTENNAS (2) ANTENNAS NEW 4 24 T/4° . TINNED I ce COPPER GROUND BAR. PER SECTOR PER SECTOR PER SECTOR IIIINE INSTALLED BY GENERAL CONTRACTOR 1 SEE E -3 FOR SYMBOLS LEGEND \ MHA TYPE SS T YPE PT It 1 (IF APPLICABLE) ( 0 0 0 0 O Q 0 0 0 0 0 0 0 0 0 0 0 0 :r = ca 000000000000000000 0 ;i��o Y 4 11 1 -..Z 00 0 0 0 0 0 0 0 0 0 0 < $ M °o ) 0f a � - ^. \ 1 � . �e� 3 T. T.') ® � I llIIlll � , :: lll IJ IJ ``_ 1, 3® u .-- ' ;_o 11 24° , E � tn eeeev® 1 ® Q Q FIELD VERIF ,I �� _ ® 1 `= - = COAXIAL CABLES (TYP j s ° 1 ° GROUND BAR 2 PER ANTENNA) I, �j e \k m i ® ANTENNA TYPE GT TYPE V52 SOLID BARE TINNED COPPER I - � NOTE: CADWELD ° TYPES ° SHOWN ABOVE ARE EXAMPLES WIRE CADWELD (TYPE GL) IM 100 COAX GROUND - CONSULT WITH PROJECT MANAGER FOR SPECIFIC 100 WIRE (TYP) TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. 000 CADWELD DETAILS GROUND BAR 0 10 0 GROUND WIRE ON NOT TO SCALE 2 AWG SHIELDED 4 NOT TO SCALE 9 PACIFIC TELECOM SERVICES, ki LC o ® _ 566 . Awn. S. SWIG 650 ® ® m m e e e e e e e e e e ANTENNA ,ATE; Phan.: (206) 342-9900 ELECTRICAL ISOLATERS L. ~ r c (206) 003 -6513 ..4n=1 ra'___ \ -- m e ° ANTENNA GROUND WIRE WILL \� CI ® - CONNECT INTO PSE COMMON GROUND ® ®0 WEATHER SEAL y I B II APPROX. B' BELOW LOWEST WIRES 000 1 PER PSE REQUIREMENTS NOTE: (DATE: 000 .L6-11...4 .L6-11...4 I • ALL CONNECTIONS TO BE CADWELDED 07-08 • GROUND BAR ®� 0 1 II • USE MECHANICAL CONNECTIONS ONLY BASE OF POLE 100 DIN MALES II ! 1 ATTACHMENT KIT WITHOUT INSULATORS WITH THE WRITTEN APPROVAL OF THE 100 3' JUMPER II GROUNDING BUSS BAR AND IDRAWN BY: rFo I CONSTRUCTION MANAGER ppp BOLTED TO REPLACEMENT POLE • HOISTING GRIP TO BE INSTALLED BELOW 000 000 RBH MHA TOP GROUND KIT. (CHECKED BY: 0 GROUNDING KIT 0 #2 SOUD BARE ® • e ` a =•� I REFER TO SCHEDULE ON SHEET A -2 FOR COAXIAL GROUND BAR ATTACHED TO CRE R DESCRIPTION /� Dam TINNED COPPER / 4,. ° 1 CABLE SIZES AND APPROXIMATE LENGTHS. ICE BRIDGE SUPPORT to-c.... LEASE EXHIBIT JFO GROUND WIRE ,��` m I 18-11-01 PRELIM CD'S JFO I COAX GROUNDING KIT Erna REV. PREUI Co'S JFO iiiJi6ia INSTALL GROUNDING KIT 104146 FINAL CD JFO ABOVE COAX CONDUIT .3 INSTALL GROUNDING KIT I JUMPER CABLE MGB ABOVE COAX BEND GROUNDING BUSS BAR AND ATTACHMENT KR 0 BASE ' OF POLE II TO GROUND RING GROUNDING BUSS BAR iI (SEE TOWER GROUNDING AND ATTACHMENT KIT I I I —I II d BOLTED TO TOWER I II SCHEMATIC) �p 11 NOT FOR CONSTRUCTION SOLID BARE II TI NNED COPPER 1 LABLED AS CONSTRUCTION SET ■ TI TO GROUND RING GROUND WIRE 1 t PW1 III WASHINGTON SQUARE III I 9585 SW WASHINGTON SQUARE RD 111 TIGARD, OR 97223 . �.�( I SHEET TITLE /11BEIBEININ #2 SOLID BARE TINNED I GROUNDING DETAILS 2 SOUD BARE TINNED COPPER GROUNDING COPPER GROUNDING I LEADS. (TYPICAL) 1 1 LEADS ( TYPICAL) #2 SOUD BARE TINNED C SHEET NUMBER ANTENNA GROUNDING DIAGRAM I, COPPER GROUND RING. TOWER GROUNDING SCHEMATIC C ®� E NOT TO SCALE I 1 NOT TO SCA 1 "GROUNDING SYSTEM NOTES CORNER FENCE POST m QA TOWER RADIAL GROUND - # SOUD TINNED WIRE CADWELDED (OR FASTENER APPROVED BY PROJECT MANAGER) TO TOWER BASE. EXTEND WIRE 30' MINIMUM IN SWEEPING Q CONFIGURATION AS SHOWN (BEYOND LEASE UNE IF POSSIBLE, IF NOT AS SHOWN ON PRINT) AT A MINIMUM DEPTH OF 24'. ALL GROUND RODS TO BE 8' COPPER OR COPPER CLAD. FIRST GROUND RODS FROM TOWER ARE TO BE PLACED 10' EQUAL DISTANCE (BETWEEN ROD CENTERS) TV - — • ' • �1,4� 'O M 3 0 AND A MINIMUM OF EVERY 10' ALONG TOTAL LENGTH. ALL BENDS MUST MAINTAIN A MINIMUM 12° RADIUS! 4 c gi R n TOWER EQUIPMENT RING ONLY ONE (1) CONNECTION OF THIS TYPE FOR EACH TOWER! SAME CONSTRUCTION AS NOTE A ABOVE EXCEPT THE �� GROUND INTERCONNECT - TERMINATION AT THE GROUNDING RING MUST BE THREE WAY CONNECTED. ALL BENDS MUST MAINTAIN A MINIMUM 12° RADIUS! • = m z ° Co • EQUIPMENT RING GROUND - ALWAYS OBSERVE THE TURN DIRECTIONS SHOWN WHEN PLACING BENDS OR CONNECTIONS! USE #2 SOUD TINNED WIRE PLACED ■ �� ›,- N WITHIN 3' (±61 FROM EDGE OF BUILDING CONCRETE FOUNDATION AT A MINIMUM DEPTH OF 24 ". ALL CONNECTIONS TO GROUND , 4 N 6 RING ARE TO BE CADWELDED ALL GROUND RODS TO BE 10' COPPER OR COPPER COLD AND PLACED 10' EQUAL DISTANCE FENCE FABRIC 1► ))) `° ♦�� ( (B B DI , ETWEEN ROD CENTERS) AND A MINIMUM OF EVERY 10' ALONG TOTAL LENGTH. ALL BENDS MUST MAINTAIN A MINIMUM 12° � O SINGLE POINT GROUND BAR ALWAYS OBSERVE THE DIRECTIONS SHOWN WHEN PLACING BENDS OR CONNECTIONS TO GROUND RING! USE TWO (2) #2 �� (COAX BULKHEAD) - SOLID TINNED WIRE OR TWO (2) 3° COPPER RIBBONS ATTACHED ON OPPOSITE ENDS OF BAR OR BULKHEAD EXTENDING �� DIRECTLY TO GROUND RING AS SHOWN. ALL WIRE CONNECTIONS TO GROUND RING ARE TO BE CADWELDED, RIBBONS ■ �� CADWELD MAY BE ATTACHED TO GROUND RING WITH A " LSTED" PRESSURE CONNECTION WITH APPROVAL OF CONSTRUCTION j CONNECTOR MANAGER. ALL BENDS MUST MAINTAIN A MINIMUM 12" RADIUS! ■ / (TYPE - VS) OE EQUIPMENT INNER BONDING RING - # SOLID TINNED WIRE CADWELDED (TO INNER BONDING RING) AT A LOCATION EITHER ABOVE THE SOIL UNE OR JUST ■ ��I \ \ \\ C m INSIDE INTERIOR OF BUILDING. ALWAYS USE PVC (NONMETALLIC) SLEEVES WHEN ENTERING THE STRUCTURE! THIS TYPE OF ��1 FINISH GRADE li \ \ \ ' 1 l m BOND IS REQUIRED AT EACH OUTSIDE CORNER AND AT DISTANCES NOT TO EXCEED 50' ALONG ANY STRAIGHT WALL ALL I►&��4 ( k ; < o rn BENDS MUST MAINTAIN A MINIUUM 12" RADIUS! EXTERIOR GROUNDING #2 BARE =II r DPI a OF FENCE EQUALIZATION BOND - # SOUD TINNED WIRE CADWELDED TO BUILDING RING GROUND AND ATTACHED TO EACH INSIDE OR OUTSIDE CORNER FENCE POST AND /OR CONDUCTOR TO GROUND LOOP •',/ j 1 : - o ` 4 �o = 0i GATE POST WITH A "LISTED" WIRE CLAMP. PLACE AT A MINIMUM 12° DEPTH (SEE NOTE 11 BELOW FOR CROSSING CLEARANCES). IF , D /� %� %/ = E v i i METALLIC POST NOT SET IN CEMENT PLACE AN ADDITIONAL 8' GROUND ROD AT POST LOCATION.jO \� "� 1 , ® GATE EQUALIZATION BOND - # STRANDED COPPER WIRE CADWELDED TO FENCE EQUAUZATION WIRE AND ATTACHED TO EACH GATE POST WITH A "LISTED" WIRE CLAMP. IF „, � / //j / / /�., / i c =" 8 M METALUC POST IS NOT SET IN CEMENT PLACE AN ADDITIONAL 10' GROUND ROD AT EACH POST LOCATION. CADWELD CONNECTION 0 POWER / TELEPHONE TRENCH - UTILITIES CAN EITHER BE PLACED IN SAME TRENCH (NESCRANDUM SEPARATION) OR IN SEPARATE TRENCHED AT A 36" DEPTH. ALWAYS (TYPE - PT) PLACE THESE FACILITIES BELOW WHILE MAINTAINING A 36" HORIZONTAL SEPARATION AND A 12° VERTICAL SEPARATION FROM ANY RADIAL OR RING GROUND SYSTEMS IN, ON, OR ADJACENT TO THE RADIO SITE. B' COPPER CLAD GROUND O POWER / TELEPHONE ENTRANCE - THE BUILDING RING GROUND MEETS OR EXCEEDS THE NEC ARTICLE 250 UTILITY PROTECTION GROUND. THEREFORE, INFORM LOCAL ROD AT 10' O. C. INSPECTOR THAT ADDITIONAL GROUND RODS ARE NOT REQUIRED. ALL UTILITY GROUNDS MAY BE ATTACHED TO THE #2 SOUD miTim TINNED BOND WIRE DETAILED IN NOTE J BELOW. IF LOCAL POWER COMPANY CODES REQUIRE AN ADDITIONAL GROUND ROD, BOND THE TWO FACILITIES TOGETHER AT THIS LOCATION. FENCE POST GROUNDING DETAIL O UTILITY GROUNDING USE #2 SOLID TINNED WIRE PLACED WITHIN 3' OF UTILITY ENTRANCE FACILITY. ALL CONNECTIONS TO GROUND RING ARE TO NOT TO SCALE 9 PACIFIC TELECOM SERVICES, ELECTRODE BOND - BE CADWELDED. CONNECTION TO ENTRANCE FACILITY TO BE WITH A ° USTED ° CONNECTION. ALL BENDS MUST MAINTAIN A LLC MINIMUM 12" RADIUS! i6 114. WA. 981 4 630 Plmnc (208) 342 -9000 Fax (208) 903 -8513 RADIAL GROUND / FENCE WHEREVER PRACTICAL, TO REDUCE MAGNETIC COUPLING, THESE FACILITIES MUST CROSS AT A 90' ANGLE WHILE BOND CROSSINGS - MAINTAINING A MINIMUM 12" VERTICAL SEPARATION. NOTE ELECTRICAL CONTRACTOR SHALL ORDER INDEPENDANT Q COAX GROUNDING KITS - USE INDMDUAL "LISTED" GROUNDING KITS FOR EACH COAX CABLE. BOND TO TOWER BONDING BUSS BAR WITH #2 LAB TEST TO DETERMINE GROUND RESISTANCE AND REPORT TO (DATE: 07-08--08 I STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED CONNECTIONS. AT &T REPRESENTATIVE. NOTIFY AT &T IMMEDIATELY IF RESISTANCE EXCEEDS 5 OHMS. ELECT. CONTRACTOR SHALL • ® GROUNDING BUSS BAR KIT - THE GROUNDING BUSS BAR AND ATTACHMENT KIT MUST BE DIRECTLY BOLTED TO THE TOWER STRUCTURE WITHOUT ELECTRICAL INSULATORS. DETERMINE FROM TEST NUMBER OF RODS REQUIRED. COVER (DRAWN BY: CFO I ON ON ICE BRIDE BONDING - THE ICE BRIDGE SHOULD NOT BE BONDED TO THE TOWER STRUCTURE! IT SHOULD ONLY BE BONDED AT EACH SUPPORT LEG TO GROUND ROD WELL OWG. 1 Ls 'TYPICAL (1) ROD. ALL OTHER RING AND AT ONE END TO THE ENTRANCE BULKHEAD. USE #2 STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED CONNECTIONS. RODS R REQUIR RED ARE TO BE BACK FILLED. (CHECKED BY: REIN I /E RADIO BAY TO COAX THIS IS THE ONLY CABINET TO GROUND BOND WIRE ATTACHED TO THE RADIO BAYI USE #2 STRANDED INSULATED WIRE WITH 2 - BULKHEAD BOND - HOLE CRIMPED CONNECTIONS OR A 3" COPPER STRAP. REVISIONS DESCRIPTION wan ©RADIO BAY ISOLATION KIT - CONTACT RADIO EQUIPMENT SUPPLIER FOR SPECIFICATION AND INSTAUATION PROCEDURES. CADWELD GROUNDING WIRE LEASE EXHIBIT JP TO ROD (TYPE GR OR GT) RODS TO BE 0-II-03 PRELIM CO'S JFO BACK FILLED. (8-11411 REV. PRELIM CD'S JFO GRADE WIN FINAL C0'S JFO GROUNDING SYSTEM NOTES .,� .„ -, .. �/. NOT TO SCALE 6 � O�, %O� ` / CADWELD CONNECTION AS PER m % / 'e MFGS. SPECIFICATION. (TYPE -VS) iv 4' A � / NOT FOR CONSTRUCTION UNLESS � �� FENCE POST � / � LABLEO AS CONSTRUCTION SET , fli\ 4p #2 STRANDED COPPER I SITE �/ I GROUND WIRE 5/8° X 8' -0" GROUNDING WASHINGTON SQUARE ! ROD AT 10' -0' 0 MIN. — t — 1 ! 9585 SW WASHINGTON SQUARE RD I 1111 I (TYP.) (PB0) TIGARD, OR 97223 1 x V ,' I GROUN NO I S & TE \`\ DETAILS SHEET NUMBER NOT USED NOT USED GATE POST GROUNDING DETAIL GROUNDING ROD (TYP.) 3 NOT TO SCALE 2 NOT TO SCALE 1 E-3.2 STANDARD ALARMS FOR CABINETS LOOM aa CD aA a* R Pai N r Alarm Pin Pair Alarm Pin Pair Alarm Pin U • m 1 26 Wht/Blue Alarm 13 1 26 Wht/Blue Commercial Power 1 26 Wht/Blue Commercial Power 1 0 1 Blue/Wht 1 Blue/Wht 1 Blue/Wht REV 72 ' a in 2 27 Wht/Org Alarm 14 2 27 Wht /Org Generator Power 2 27 Wht/Org Generator Power s� — M 3 0 2 Org/Wht 2 Org/Wht 2 Org/Wht ' SRS AND ` O t, CI 01 • 3 28 Wht/Gm Alarm 15 3 28 Wht /Gm Light Fail Beacon 3 28 Wht/Gm Pwr Cabinet Intrusion DMA WIRE Z Z 3 Gm/Wht 3 Gm/Wht 3 Cm/Wht ` 9 n 3 11 , 4 29 Wht /Bm Alarm 16 4 29 Wht/Bm Ught Fail Strobe 4 29 Wht /Bm Battery Discharge — I O m ur 4 Bm/Wht 4 Bm/Wht 4 Bm/Wht F: O Z • 5 30 Wht/Slate Alarm 17 5 30 Wht/Slate Ught Fail Side 5 30 Wht/Slate Urgent Fuse 1• 5 Slate/Wht 5 Slate/Wht 5 Slate/Wht 37 .....11 1� PAID 6 31 Red /Blue Alarm 18 6 31 Red /Blue 8 31 Red/Blue Battery Disconnect COMMA 1 co w 6 Blue /Red 6 Blue /Red 6 Blue/Red 1 Y lT DOOM 113 fT QAaE 18 S Q� NO./MFG. QTY. NOTES 7 32 Red / Alarm 19 7 • 32 Red /Org 7 32 Red /Org Intrusion m w ROAD 1Ma9ER z4 AU RIESTCLIIE WRE 7 Org /Red 7 Org /Red 7 Org/Red 2 M Ofl1 1 L AURA 1 we saua[n SOILED w/ 8 33 Red /Gm Alarm 20 8 33 Red/Gm 8 33 Red/Gm Tech on Site 21 3 w + ▪ NNW fis 2 m 1 205210 1 8 Gm /Red 8 Gm /Red 8 Gm /Red a l fis 37 0 � 119E MP 9 34 Red /Bm Alarm 21 9 34 Red /Bm 9 34 Red /Bra Fire Panel /System Fault e�a�na1 23 a✓OIAD 3 COMECTCR HOOD 16521191 9% 1 9 Bm /Red 9 Bm/Red 9 Bm /Red 5 eia7ca MM. Rua /17 m 37 LAE sex RASE Iaa LOEC 10 35 Red /Slate Alarm 22 10 35 Red /Slate Intrusion 10 35 Red /Slate Fire Detected 24 ROAD W/ SAMS 10 Slate/Red 10 Slate /Red 10 Slate /Red ° RU/RED °°°°w N ' 1 J18 4 mAecL IRE 8 zs 11 36 BIk/Blue Alarm 23 11 38 136r/Blue Tech on Site 11 38 Blk /blue Halon Discharge 25 7 REnIba9 f]nFI 1) NARY fie NP 11 Blue/Elk 11 Blue /81k 11 Blue/Rik fm 5 LABEL 1 Il��;1 C 03 12 3 Bik/Org Alarm 24 12 37 Blk /Org Fire Panel /System Fault 12 37 Blk /Org Temp HI 8 1281/RED R+aAa � ;; O x 12 Org/ Gm 13 38 Bik 12 Org /Btk 12 Org /Blk a R D/�r Ec i. AMY 121 ;; �� a o m 13 3B 81 BI B Grn Red Fault O m B a MOLL :.1: a o W Gm Fire Detected 13 38 1 k/ RE ° 13 Gm/BIk 13 Gm /Blk 13 Gm /Blk ID I2rf 9EAL fa I�` !J� _ M1 a 14 39 Blk/Bm 14 39 Blk/Bm Halon Discharge 14 39 Blk/Brn Red Fail zi ° DAD C A�r 3 u a 0E00 u ua /23 ` io 7 14 Bm/BIk 14 Bm /Blk 14 Bm /Blk m ROAD ;� „ o 15 40 BM/Slate 15 40 Blk /Slate Temp HI 15 40 Blk /Slate Cony Fault 1 2 sac EXIDd4AL Hue” 124 �•� ; E rn i 15 Slate/Blk 15 Slate /Blk 15 Slate /Blk 13 II' �� 1 E 16 41 YeI /Blue 16 41 Yel/Blue Rect Fault 16 41 Yel /Blue Conv Fail s ' � � � 41: 0 e 16 Blue/Yel 16 Blue/Yel 18 Blue/Yel �' "' -' -' C7 17 42 Yet /Org 17 42 Yel /Org Red Fall 17 42 YeI /Org Fuel Low 18 N 17 Org/Yel 17 Org/Yel 17 Org/Yel 18 43 YeI /Gm 18 43 Yet /Grn Conv Faul 18 43 YeI /Gm Ught Fail Beacon THE NOKIA PART NUMBER IS: ASU8640/101X 18 Gm /yet 18 Gm /yel 18 Gm /yel 17 WHERE XXX IS THE CABLE LENGTH IN FEET 19 44 YeI /Bra 19 44 YeI /Brn Conv Fall 19 44 YeI /8m tight Fail Strobe 33 19 Bm/YeI 19 Bm/Yel 19 Bm/Yel a 20 45 YeI /Slate 20. 45 YeI /Slate 20 45 YeI /State Ught Fall Side 19 20 Slate/Yel 20 Slate/Yel 20 Slate/Yel 0 OMIT 21 48 Vlo /Blue 21 46 Vio /Blue 21 46 VIo /Blue Copper Thief CONTRACTORS SHALL IRE TYp1CAL CABLE ASSEMBLY USAGE ULTRASITE BTS VALE 21 81ue/Vlo 21 Blue/Vlo 21 Blue/Vie CONFIRM SCOPE AND n w 37 RN CONNECTOR 1 STRIPPED END QTY. EXT. ALARM CABLE 22 47 Yo /Org 22 47 Vio /Org 22 47 CONFIGURATION OF ALARM Wit D D 0 /ECM IaiaASaE 87S usury rnraaET I 1 n 22 org/Vlo 22 Org/Vio 22 Orgo 3 23 48 Yro/Gm 23 48 Vlo /Gm 23 48 Vie /Cm SYSTEM WITH AT &T NOT TO SCALE �7 PACIFIC TELECOM SERVICES. 0 = BOOB r 2 A� � +Tp CTT LLC 968 R CONSTRUCTION RUN •'ON nl mw 9.. Sulfa 650 23 Vio/Bm 23 lo / m 23 Gm/Vlo PM= (206) aa-9 (40 903-8513 24 49 Vlo /Bra 24 49 Vlo /Bra 24 49 Via /Bra COORDINATOR AT BID WALK IENGIII = >« + 0' ,42 - 900 WA- Fad 24 Bm�o 50'Bm/Vro 24 Bm /o \ 25 50 Vb /Slate 25 50 Via /Slots 25 50 Yro /Slate 25 Slate/Vie 25 Slate/Vlo 25 Slate/Vio //�� - 7 "" 01611 Ira (DATE: 07 - 08 - 08 I LABEL 191111 NO Ina PART MA R • Color Code Color Code - r AE atMSrnl o -� Ammo= I (DRAWN BY: JFO I Cbl S(3 oil Use Definition Class Class State Pr. White/Blue Blue/White RD/ SHIELD AND 1 0 1 Preassigned MajorPowerFaiture MaJor A2 N.C. DRAIN WIRE 28 Whlte /Orange Orange/White 1 1 2 Preassigned Mlno (CHECKED BY: I 1 2 3 Preassigned ACPowerFai Minor A3 N.C. 27 I I werfailure Critical Al N.C. 28 White /Green Green/White RBH 1 3 4 Preassigned PawerCabinatintruslon MaJor A2 N.C. 29 White /Brown Brown/White 1 4 5 Preassigned BatteryDischarge Mojor A2 N.C. 30 White/Slate Slate/White I• 1 5 6 Preassigned UrgentFuse Crtttllcat Al N.C. 31 Red /Blue Blue /Red I I WASTED PARS REVISIONS 1 6 7 Preassigned Battery Disconnect MaJor A2 N.C. 32 Red /Orange Orange /Red A•' n CCRECER I I DATE I>ESCRIPnaa INITIAL 1 7 8 User Defined Intrusion Minor A3 N.C. 1 - • • ITEM DESCRIPTION PART NO./MFG. QTY. NOTES D LEASE EXHIBIT JFO 1 8 9 User Defined Tech on Site Warning 01 N.C. 2 White /Blue Blue/White unify e 7 - orriaur DITOOMAL AMA 11 1 ear; zD RMn sap A/R w I PRELIM CD•S JFO BLUAYK 1 9 10 User Defined Fire Panel /System Fault Major A2 N.C. 3 White /Orange Orange/White POWER a r2a Hie MO 719518 24 ' tl ''G 09.0 REV. PREL A CD•S .rED 1 10 11 User Defined Fire Detected Critical Al N.C. 4 White /Green Green/White D Awe f2 za�rAaaeAl � a0m ro 55 FINAL cos EO 1 11 12 User Defined Halon Discharge Critical Al N.C. 5 White Brown/White 9 EXTERNAL Ewa f3 1 12 13 User Defined Temp HI Critical Al N.C. a 2 C@ls 61, 215210 - 1 Co 1 1 13 14 User Defined Rect Fault Minor A3 N.C. 7 White /Slate Slate/White ID Mn aW EXIEtaLL AURA 14 A AN 0 =ECM 191E MA 1 14 15 User Defined Rect Fail Major A2 N.C. 8 Red /Blue Blue /Red 29 XRDIAO 3 03.ECIR Rom 165211949X 1 1 15 16 User Defined Conv Fault Minor A3 N.C. 9 Red /Orange Orange /Red •• a • 11 GROOM ALARM 1 ® ME E TEL PURIM III COI¢ 2 16 17 User Defined Conv Fail Motor A2 N.C. 10 Red /Green Green/Red 12 /e � EGER& AIARA 18 MV SCRP/6 2 17 18 User Defined Power Critical Commercial Critical Al N.C. 11 Red /Brown Brown /Red 31 BID ROAD 4 Cam //ALE E 8 37 2 18 19 User Defined Gen Running Waming 01 N.C. 12 ALARM 66 13 - REDYINTG 0000 AL AlAla 17 AMP 2 19 20 User Defined Gen Fault Major A2 N.C. 13 Red/Slate Slate /Red BLOCK u RED / ECROWD GROOM ALARM /s a LAB 1 2 20 21 User Defined Fuel Low Critical Al N.C. 14 Blaek/Blue Blue /Black s Ow aaa/IEO GROOM D 7A0 2 21 22 User Defined Ught Fall Beacon Critical Al N.C. 15 BIack/Oronge Orange /Black 15 RED /aw cams. AIARIA fa 2 22 23 User Defined tight Fail Strobe Critical Al N.C. 16 Block/Green Green /Block O 34 R RAIZ rnR UNLESS NOT FOR CONSTRUCTION UNLS 2 23 24 User Defined Ught Fail Side Critical Al N.C. 17 EQUIPMENT 18 err C283.90 °DQd1 i Awe F� f LABL AS CONSTRUCTION SET Black /Brown Brown /Black 35 aAD 2 25 26 User Defined N.C. 19 Black/Slate L 2 24 25 User Defined Copper Thief Critical Al N.C. is g B lac Slate Slate/Black POWER •a 17 CCIEREU AIAIa 111 2 28 27 User Defined N.C. 20 Yellow/Blue Blue/Yellow �� Ie MEWL L AMA 112 SITE 2 27 28 User Defined N.C. 21Yellow /Orange Orange Yellow m m OaaAO 2 28 29 User Defined N.C. 22 Yellow /Green Green/Yetiow + Ea w1 PW1 1 2 29 30 User Defined N.C. 23 Yellow /Brown Brown/Yellow 2 O euVe 2 30 31 User Defined N.C. Yellow/Slate Slate/Yellow It IR/ 24 / /Y 2 Ca NOTE 1: WASHINGTON SQUARE vsP 2 31 32 User Defined N.C. 25 Mole lua Blue let 3 CR CO3 HE NOKIA PART NUMBER IS: ASU8840/XXX 1 9585 SW WASHINGTON SQUARE RD t/B /WD Vialet/Orange Orange/Moist a 4 E 094 WHERE MC IS THE CABLE LENGTH IN FEET TIGARD, OR 97223 Moist/Green Green/Violet ; 23 Bur v5P NOTE #2: Motet/Brown Brown/Violet 5 Mao DR 0D5 ITEM #6: AA�VENDER CODE. YY =YEAR BUILT. • Violet/Slate State/Violet a : a Mae WW =WEEK OF FABRICATION. NNNN=BATCH NUMBER SHEET TITLE • MW Fault II 0 a V5P OR UNIQUE CABLE IDENTIFIER MW Fail GENERATOR 19 STANDARD CABINET ALARMS Gen Disabled POWER 0 aaol Temp La CONTROL , DEC( Fuse Fall A RN s7LPAa TYPICAL CABLE ASSEMBLY USAGE SHEET NUMBER Battery Discharge ALARM ON—LINE DIAGRAM 2 D RN Im a mTaeCTaa CONNECTOR 1 I STRIPPED END (Q TY. OUTPUT CABLE Standard Alamm for Lucent RE Mar e E1aA SRE els 1 WiarTy DIB WE7 1 NOT TO SCALE NOT TO SCALE s STRUCTURAL NOTES li (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). > CODE STRUCTURAL STEEL , D ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ..6 n 3 o CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE ACCORDANCE WITH THE AISC 'SPECIFICATION FOR THE DESIGN, _6 `- o o m '(IBC), 2003 EDITION OR EIA / TIA 222F, AS ADOPTED BY THE CITY OF FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'', V(J cc SEATTLE. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON LATEST EDITION. 9 n THE DRAWINGS SHALL BE THE LATEST EDITION. C m z °z STRUCTURAL MATERIAL: (UNLESS NOTED OTHERWISE) CO 'DESIGN LOAD STRUCTURAL STEEL -ASTM A -38 p i� o PLATFORM UVE LOADS: 60 PSF CONNECTION MATERIAL, -ASTM A -36 EMBEDED ITEMS, ,IT, ° ' SNOW LOADS: 25 PSF CHANNELS, ANGLES, BASE PLATE, & MISC. STEEL WIND LOAD: 85 MPH (3 SECOND GUST), EXPOSURE ° C ° STRUCTURAL TUBE -ASTM A -500, Grade B WIND LOAD IMPORTANCE FACTOR = 1.0 (NON- ESSENTIAL FACILITIES) STRUCTURAL PIPE -ASTM A -53, Grade B SEISMIC IMPORTANCE FACTOR = 1.0 ALL WELDING SHALL BE DONE USING 70ke1 LOW HYDROGEN SEISMIC DESIGN SPECTRAL RESPONSE ACCELERATION (Sas) = 0.3279 ELECTRODES AND WELDING SHALL CONFORM TO AWS D1.1 -96. WHERE , SEISMIC DESIGN CATEGORY = °C° FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER I TABLE 5.8 IN AWS D1.1 -96. - -- GENERAL 17-6 3/4° \ \ \ C ''I m BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM y O Y \ \ N∎ co STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH A325 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS a o m ARCHITECTURAL, CML, ELECTRICAL, AND MECHANICAL DRAWINGS FOR NOTED OTHERWISE. 10 3/4 i a o a BIDDING AND CONSTRUCTION. 5' -2 5' -0 2' -6 2' -6 ; . - -` e, ~' J� C c ® 3 ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM / / / 24 CONCRETE PIER a `�1i 7 0 o CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR Al23. (3500 PSI - 6 SACK "°"" " " "' E o COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE MIX) ` E d BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES 1 ` ' TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL c. C CONTRACTOR TO SEE ARCHITECTURAL CM_ ELECTRICAL AND CONSTRUCTION. \ W12x26/ — \ / MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT I _ AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. NON- STRUCTURAL CONNECTIONS FOR HANDRAIL LADDERS AND STEEL ` ' ' -- \ ' / o GRATING MAY USE 5/8 GALVANIZED ASTM A307 BOLTS. -'� — ` 1 q - CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND 1 TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND WELDING W8x18 STIFFENING ARE INSTALLED. 1 I N ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN 1 I — CONTRACTOR- INDTIATED CHANGES SHALL BE SUBMITTED IN WRITING TO WELDING SOCIETY CODE AWS D1.1, ,(NEEDING IN BUILDING z 1 q THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION ° . ELECTRODES SHALL MATCH BASE METALS AS �� Ilfl�, "�x 8 / / FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS SPECIFIED IN AISC TABLE J2.5 AND AWS TABLE 4.1.1. ALL WELDING I IIII�III / i / PACIFIC TELECOM SERVICES, ONLY WILL NOT SATISFY THIS REQUIREMENT. SHALL BE CONDUCTED BY WABO CERTIFIED WELDERS a col IIIII!IIIII ,IIIIIIIIII 1I 1 I LLC DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. SUBMITAL o " II IIIIIIIIIIIIII Illllll'IIIII I I II j S613 R� :�� `S° WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A g 1 I T I s.• a� 110104 a II 11111111H1111111111111111111111 ' IIIII o c '°°"•. (206) 34.2-6°°° As (206) 003-8513 SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO o I o o \ CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS. IF �! ( IIIIIIIIIIIII1IIIIIIIIIIIIIIIII ' 11M co 5 - -- J 3 1 3 THE ARCHITECT AND THE STRUCTURAL ENGINEER. THE SHOP DRAWINGS D FROM OR ADD TO THE DESIGN OF THE I IIIIIIIIIIIIII IIIIIIIIIIIIIIIII 11 011 ` STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 1 is 'DATE: 07 I OF THE WASHINGTON STATE REGISTERED PROFESSIONAL PROFESSIONAL II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 • I` iiIIIIIIIIIIIIII�IIIIIIIIIiIIIIIIIIII ,II I ( DRAWN BY: JFO STRUCTURAL NOTES ( 'I- 4ili�I111HUI!I�III H W12x26 -n 1 . 4 14 -li*r ------- ---- M�11T:m -�L3 ) . (CHECKED BY: RBH I --- i , (2) 13/16 °0 REVISIONS HOLES FOR c 3/4 °0 BOLTS W8 18' -0° (040-01 LEJ�. DESCRIPTION J INITIAL (2) 13/16 ° 0 HOLES (TYP) PLATFORM 0-Il- PRELIM CD'S JFO FOR 3/4 "0 BOLTS Cr 1Yx GALVANIZED GRATING PROPOSED RADIO OHIO REV. PRELIM CD'S JFO w W 1Y• "0 HANDRAIL (GRATING PACIFIC "TYPE EQUIPMENTS ON mrsa _ FINAL cD • s JFo q () — W -19 -4 OR EQUAL) STEEL PLATFORM PROVIDE SADDLE CUP W12 1J¢° BAR GRATING 3/8° THK FULL ANCHORS FOR SECURING W PLATE GUSSET ∎ it "I GRATING TO STEEL BEAM IIIIIIIIIII/ I111I111111111111111111111111111 l ® a.w ,• MI (4) 13/16 "0 ® HOLTS FOR 1 I' ii i l MI 3/4 °0 BOLTS NOT FOR CONSTRUCTION UNLESS PER BEAM CONN 4 1/2 LABLEDAS CONSTRUCTION SET 3 /16 W B 3X3XY4 ,A11. BXBX)¢ PLATE 3 16 • TYP STRUCTURAL ,i11111 StTE TUBING PW WASHINGTON SQUARE 3/8° THK FULL 9585 SW WASHINGTON SQUARE RD DEPTH GUSSET TIGARD, OR 97223 PLATE SHEET TITLE STRUCTURAL NOTES & FRAMING PLAN TYPICAL CONNECTION DETAIL CONNECTION DETAIL EQUIPMENT PLATFORM FRAMING PLAN 24 SHEET NUMBER 1 1 1 xx1 7 - SCALE 3 %4° = = 1 ' - 0 ° 24 1 1 x1 S CAL E : 1 3/4 " = - 11 " SCALE 3 18 " =1 -0° — m a) . 0 N ima = n 9 O GOOD 2 ° 0 HDG HANDRAIL PAINTED TO o m z z MATCH PROPOSED BUILDING >.. 0 o 8' -5 8' -5° 0 c / 2�HDGHANDRLPMNTED TO m tx MATCH PROPOSED BUILDING , il 1 • l I I I I 1 I 1 L 1 M I I II 1 I 1 I � ACCESS S TAIRS L ..„, 1 L i e ._. i g AR ▪ I 2 I OoM 00ve \ ', `.... - HDG STEEL PLATFORM 0 HDG STEEL PLATFORM ACCESS STAIRS EAST ELEVATION A SOUTH ELEVATION 24 ",136 SCALE: 1e =1' - -O" I a} 24 SCALE: 1/2 " =1; -Oe J PACIFIC TELECOM SERVICES. 11 x17" SCALE: 1 4 =1 -O 11 x17" SCALE: 1/4=1 -0 LLC 359 RAI A..... S. Sulle 650 s..m. 1ILL 08104 8" 2 ° 0 STD 4" 2°0 STD Rum. (108) ul 9000 c.. (206) 085-8513 4 PIPE 011 R o, n R J4 (DATE. m -ae-oa lo . . ) 0 THREADED (DRAWN BY: J¢'0 THREADED BOLTS CFO I • 2 "0 HDG HANDRAIL PAINTED TO BOLTS 2 ° 0 HDG HANDRAIL DETACHABLE HANDRAIL ,, MATCH PROPOSED BUILDING PAINTED TO MATCH POST CONN PLATE (CHECKED BY: Rex I HANDRAIL POST CONN PLATE PROPOSED BUILDING _ 6' -2" REVISIONS • GTE DE TCRIPTION INITIAL I 1 \ \ lx-s-.6 EXHIBIT JFO \ — \ 2 "0 HDG HANDRAIL ... ./ ..------ PAINTED TO MATCH 0-1 FRELJM cos JFo PROPOSED BUILDING N 0F5 m RE P c JFo b\— I • I 10-N� F INAL C JFO I E I I \ O N NOT FOR CONSTRUCTION UNLESS CABLED AS CONSTRUCTION SET III 0 SITE HDG STEEL PLATFORM I PW11 7 0 `jC) ACCESS STAIRS WASHINGTON SQUARE 9565 SW WASHINGTON SQUARE RD \ I �, 71GARD, OR 97223 'w 1 3/4 "0 SHEET TITLE I. 1 I STRUCTURAL DETAILS WEST ELEVATION? CATWALK FRAMING PLAN CATWALK FRAMING PLAN SHEET NUMBER 24,x38" SCALE 1/ =1; -O" I J 044x6' SCALE: 1' =1' -0' 2 044x36' SCALE 1 ° =1' -0' I S ° 2 11 x17" SCALE: 1 4 =1 -O 11 x17 SCALE 1/2 " =1' -O" 11 x17 SCALE 1/2° =1' -0