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HomeMy WebLinkAbout13-478 929 Washington St S plans Dlmenslonal Solutions Shaft3D Version:4.5.1 Date: 4/30/2013 Ehresmann Engineering Inc. Engineer: Checker: PROJECT INFORMATION: 90'Nello Monopole Project Number: 8752 B(�7, '� d�. Client: General Dynamics O�tiC�/(I Oft . Project Location: Twin Falls Fire#2,ID Foundation Description:. DS 1 DESIGN CODE: ACI318-2008 INPUT UNITS: English OUTPUT UNITS: English CONCRETE PARAMETERS Compressive Strength (psi) 4000 Mod.of Elasticity (psi) 3834254 Unit Weight (pcf) 150 Casing Skin Fric.Reduction 0 REINFORCING STEEL PARAMETERS REBAR PARAMETERS Yield Strength (ksl) 60 Max Long Bar Size 9 Unit Weight (pcf) 490 Min Long Bar Size 3 Modulus of Elasticity (ksi) 29000 Max Tle Bar Stze 4 Min Tie Bar Size 4 GENERAL SOIL PARAMETERS Soil Type Rock Cohesion (psf) 0 Unit Weight (pcf) 130 Angle of internal friction(deg) 38 Allowable Pressure Increase with Factor of Safety Wind 0 F.S.-lateral stability 1.333 Earthquake 0 F.S.-overturning 1.333 Test 0 F.S.-soil cohesion 1.333 F.S.-uplift 1.333 Axial Capacity Axial Capacity Safety Factors Shaft Type Drilled End bearing 1.330000043 Axial Capacity Method Direct Values Skin Resistance 1.330000043 Ult End bearing (psf) 30000 Pull-out 1.330000043 Ult Skin resistance (psf) 2500 Ult Pull-out (psf) 2500 �S\OAL STfR 68 Page 1 of 11 OF 13400ow qN Mcs 3a11'� Dimensional Solutions Shaft3D Version:4.5.1 Date: 413012013 Ehresmann Engineering Inc. Engineer: Checker SOIL LAYER INFORMATION Angle of Unit Subgrade Moment of Blow Soil Layer Depth Cohesion Int Friction Weight Modulus Inertia Count (ft) (psfl (deg) (pcq (kcO (ftA4) 1-Sand 5.00 0.00 34.00 110.00 700.00 63.62 0.00 2-Rock 20.00 6000.00 38.00 130.00 2500.00 63.62 0.00 APPLIED LOADS Load Case Axial Shear X Moment Z Shear Z Moment X (kips) (kips) (kip ft) (kips) (kip ft) 1-Dead 26.30 0.00 0.00 0.00 0.00 2-Wind X 0.00 28.30 0.00 0.00 0.00 3-Wind Z 0.00 0.00 0.00 28.30 0.00 4-Moment Z 0.00 0.00 1663.70 0.00 0.00 5-Moment X 0.00 0.00 0.00 0.00 2536.00 UNFACTORED(ALLOWABLE)-LOAD COMBINATIONS Lead Combination Axial Shear X Moment Z Shear Z Moment X (kips) (kips) (kip ft) (kips) (kip ft) 1-Dead 26.30 0.00 0.00 0.00 0.00 2-Dead + Wind X+ Moment Z 26.30 28.30 1663.70 0.00 0.00 3-Dead + Wind Z + Moment X 26.30 0.00 0.00 28.30 2536.00 FACTORED(ULTIMATE)LOAD COMBINATIONS Load Combination Axial Shear X Moment Z Shear Z Moment X (kips) (kips) (kip ft) (kips) (kip ft) 1-Dead 26.30 0.00 0.00 0.00 0.00 2-Dead + Wind X + Moment Z 26.30 28.30 1663.70 0.00 0.00 3-Dead + Wind Z + Moment X 26.30 0.00 0.00 28.30 2536.00 Page 2 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4130/2013 Ehresmann Engineering Inc. Engineer: Checker: AXIAL CAPACITY,BEARING PRESSUREISAFETY FACTOR Unfactored Load Combinations LC#1 LC#2 LC#3 Axial Loads Applied (kips) 26.3 26.3 26.3 Allowable (kips) 1169.24 1169.24 1169.24 Net uplift (kips) 0 0 0 Pull-Out (kips) -597.21 -597.21 -59721 Settlement (in) 0 0 0 Bearing Pressures Maximum (ksf) 0 0 0 Allowable (ksf) 22.56 22.56 22.56 Overturning FS 100 3.48 2.46 Allowable FS 1.33 1.33 1.33 Remarks Deflections:X-Axis f Unfactored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (ft) (ft) (ft) 1 -0.5 0 0.00855 0 2 0 0 0.00799 0 3 0.625 0 0.00732 0 4 1.25 0 0.00666 0 5 1.875 0 0.00603 0 6 2.5 0 0.00541 0 7 3.125 0 0.00482 0 8 3.75 0 0.00424 0 9 4.375 0 0.00367 0 10 5 0 0.00313 0 11 5.625 0 0.0026 0 12 6.663 0 0.00183 0 13 7.5 0 0.0011 0 14 9.375 0 -0.0003 0 15 11.25 0 -0.00162 0 16 13.125 0 -0.0029 0 17 15 0 -0.0041-1 0 Page 3of11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4130/2013 Ehresmann Engineering Inc. Engineer: Checker: Deflections:Z-Axis Unfactored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (h) (ft) (0) 1 -0.5 0 0 0.01238 2 0 0 0 0.01156 3 0.625 0 0 0.01057 4 1.25 0 0 0.00962 5 1.875 0 0 0.00869 6 2.5 0 0 0.00779 7 3.125 0 0 0.00692 8 3.75 0 0 0.00607 9 4.375 0 0 0.00526 10 5 0 0 0.00446 11 5.625 0 0 0.00369 12 6.563 0 0 0,00258 13 7.6 0 0 0.00151 14 9.375 0 0 -0.00051 15 11.25 0 0 -0.00242 16 13.125 0 0 -0.00428 17 15 0 0 -0.00612 Soil Pressures:X-Axis Unfactored Load Combinations Nods Depth LC 41 LC#2 LC#3 (ft) (ksQ (ksl) (ksf) 1 -0.5 0 0 0 2 0 0 5.59 0 3 0.625 0 5.12 0 4 1.25 0 4.66 0 5 1.875 0 4.22 0 6 2.5 0 3.79 0 7 3.125 0 3.37 0 8 3.75 0 2.97 0 9 4.375 0 2.57 0 10 5 0 7.82 0 11 5.625 0 6.49 0 12 6.563 0 4.58 0 13 7.5 0 2.74 0 14 9.375 0 -0.74 0 15 11.25 0 -4.05 0 16 13.125 0 -7.25 0 17 15 0 -10.43 0 Page 4 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4130/2013 Ehresmann Engineering Inc. Engineer: Checker: Soil Pressures:Z-Axis Unfactored Load Combinations Node Depth LC#1 LC#2 LC 93 (ft) (ksf) (ksf) (ksQ 1 -0.5 0 0 0 2 0 0 0 8.09 3 0.625 0 0 7.4 4 1.25 0 0 6.73 5 1.875 0 0 6.08 6 2.5 0 0 5.45 7 3.125 0 0 4.84 8 3.75 0 0 4.25 9 4.375 0 0 3.68 10 5 0 0 11.15 11 5.625 0 0 9.23 12 6.563 0 0 6.44 13 7.5 0 0 3.78 14 9.375 0 0 -1.27 15 11.25 0 0 -6.06 16 13.125 0 0 -10.7 17 15 0 0 -15.29 Shear Forces:X-Axis Unfactored Load Combinations Element Depth LC#1 LC#2 LC#3 (ft) (kip) (kip) (kip) 1 -0.25 0 -25.6 0 2 0.313 0 -9.7 0 3 0.938 0 8.8 0 4 1.563 0 26.8 0 5 2.188 0 42.2 0 6 2.813 0 55 0 7 3.438 0 65.9 0 8 4.063- 0 76.3 0 9 4.688 0 88.5 0 10 5.313 0 115.5 0 11 6.094 0 145.4 0 12 7.031 0 171 0 13 8.438 0 194.1 0 14 10.313 0 185.7 0 15 12.188 0 140.2 0 16 14.063 0 58.6 0 Page 5 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4/30/2013 Ehresmann Engineering Inc. Engineer: Checker: Shear Forces:Z-Axis Unfactored Load Combinations Element Depth LC#1 LC#2 LC#3 (ft) (kip) (kip) (kip) 1 -0.25 0 0 -24.3 2 0,313 0 0 -1.8 3 0.938 0 0 26.4 4 1.563 0 0 53.2 5 2.188 0 0 74.3 6 2,813 0 0 90.6 7 3.438 0 0 106.6 8 4.063 0 0 123.3 9 4.688 0 0 140.5 10 5.313 0 0 177.6 11 6.094 0 0 220.5 12 7.031 0 0 257.1 13 8.438 0 0 288.9 14 10.313 0 0 274.6 15 12.188 0 0 206.4 16 14.063 0 0 86 Bending Moments:X-Axis i Unfactored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (kip-ft) (kip-ft) (kip-ft) 1 -0.5 0 -1663.6 0 2 0 0 -1676.2 0 3 0.63 0 -1681.3 0 4 1.25 0 -1675.7 0 5 1.88 0 -1658.9 0 6 2.5 0 -1632.5 0 7 3.13 0 -1597.9 0 8 3.75 0 -1556.7 0 9 4.38 0 -1509 0 10 5 0 -1463.5 0 11 6.63 0 -1381.6 0 12 6.56 0 -1245.3 0 13 7.5 0 -1085 0 14 9.38 0 -721.1 0 15 11.25 0 -372.9 0 16 13.13 0 -110 0 17 15 0 0 0 Page 6 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4/30/2013 Ehresmann Engineering Inc. Engineer: Checker: Bending Moments:Z-Axis Unfactored Load Combinations Node Depth LC#1 LC 42 LC#3 (ft) (kip-ft) (kip-ft) (kip-ft) 1 -0.5 0 0 -2535.8 2 0 0 0 -2547.8 3 0.63 0 0 -2548.1 4 1.25 0 0 -2531.1 5 1.88 0 0 -2498.5 6 2.5 0 0 -2452.1 7 3.13 0 0 -2395.1 8 3.75 0 0 -2328.6 9 4.38 0 0 -2251.8 10 5 0 0 -2163.3 11 5.63 0 0 -2052.7 12 6.56 0 0 -1845.9 13 7.5 0 0 -1604.9 14 9.38 0 0 -1063.2 15 11.26 0 0 -548.4 16 13.13 0 0 -161.3 17 15 0 0 0 Deflections:X-Axis Factored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (ft) (ft) (ft) 1 -0.5 0 0.00855 0 2 0 0 0.00799 0 3 0.625 0 0.00732 0 4 1.25 0 0.00666 0 5 1.875 0 0.00503 0 6 2.5 0 0.00541 0 7 3.125 0 0.00482 0 8 3.75 0 0,00424 0 9 4.375 0 0.00367 0 10 5 0 0.00313 0 11 5.625 0 0.0026 0 12 6.563 0 0.00183 0 13 7.5 0 0.0011 0 14 9.375 0 -0.0003 0 15 11.25 0 -0.00162 0 16 13.125 0 -0.0029 0 17 15 0 -0.00417 0 Page 7 of 11 Dimensional Solutions MAW Version:4.5.1 Date: 4/3012013 Ehresmann Engineering Inc. Engineer: Checker: Deflections:Z-Axis Factored Load Combinations Node Depth LC#1 LC 42 LC#3 00 00 (ft) (ft) 1 -0.5 0 0 0.01238 2 0 0 0 0.01156 3 0.625 0 0 0.01057 4 1.25 0 0 0,00962 5 1.875 0 0 0.00869 6 2.6 0 0 0.00779 7 3.125 0 0 0.00692 8 3.75 0 0 0.00607 9 4.375 0 0 0.00526 10 5 0 0 0.00446 11 5.625 0 0 0.00369 12 6-563 0 0 0.00258 13 7.5 0 0 O.D0151 14 9.375 0 D -0.00051 15 11.25 0 0 -0.00242 16 13.125 0 0 -0.00428 17 15 0 0 -0.00612 j Soii Pressures:X-Axis i i Factored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (ksf) (ksf) (ksQ i -0.5 0 0 0 2 0 0 5.59 0 3 0.625 0 5.12 0 4 1.25 0 4.66 0 5 1.875 0 4.22 0 6 2.5 0 3.79 0 7 3.125 0 3.37 0 8 3.75 0 2-97 0 9 4.375 0 2.57 0 10 5 0 7.82 0 11 5.625 0 6.49 0 12 6.563 0 4.58 0 13 7.5 0 2.74 0 14 9.375 0 -0.74 0 15 11.25 0 -4.05 0 16 13.125 0 -7.25 0 17 15 0 -10.43 0 Page 8 of 11 Dimenslona)Solutions Shaft3D Version:4.5.1 Date: 4/30/2013 Ehresmann Engineering Inc. Engineer: Checker: Soil Pressures:Z-Axis Factored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (ksfl (ksp (ksf) 1 -0.5 0 0 0 2 0 0 0 8.09 3 0.625 0 0 7.4 4 1.25 0 0 6.73 5 1.875 0 0 6.08 6 2.5 0 0 5.45 7 3.125 0 0 4.84 8 3.75 0 0 4.25 9 4.375 0 0 3.68 10 5 0 0 11.15 11 5.625 0 0 9.23 12 6.563 0 0 6.44 13 7.5 0 0 3.78 14 9.375 0 0 -1.27 15 11.25 0 0 -6.08 16 13.125 0 0 -10.7 17 15 0 0 -15.29 Shear Forces:X-Axis Factored Load Combinations Element Depth LC 91 LC#2 LC#3 (ft) (kip) (kip) (kip) 1 -0.25 0 -25.6 0 2 0.313 0 -9.7 0 3 0.938 0 8.8 0 4 1.563 0 26.8 0 5 2.188 0 42.2 0 6 2.813 0 55 0 7 3.438 0 65.9 0 8 4.063 0 76.3 0 9 4.688 0 88.5 0 10 5.313 0 115.5 0 11 6.094 0 145.4 0 12 7.031 0 171 0 13 8.438 0 194.1 0 14 10.313 0 185.7 0 15 12.188 0 140.2 0 16 14.063 0 58.6 0 Page 9 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 413 012 01 3 Ehresmann Engineering Inc. Engineer: Checker: Shear Forces:Z-Axis Factored Load Combinations Element Depth LC 01 LC#2 LC#3 (ft) (kip) (kip) (kip) 1 -0.25 0 0 -24.3 2 0.313 0 0 -1.8 3 0.938 0 0 26.4 4 1.563 0 0 53.2 5 2.188 0 0 74.3 6 2.813 0 0 90.6 7 3.438 0 0 106.6 8 4.063 0 0 123.3 9 4.688 0 0 140.5 10 5.313 0 0 177.6 11 6.094 0 0 220.5 12 7.031 0 0 257.1 13 8.438 0 0 288.9 14 10.313 0 0 274.6 i 15 12.188 0 0 206.4 16 14.063 0 0 86 Bending Moments:X-Axis Factored Load Combinations Nods Depth LC#1 LC#2 LC#3 (ft) (kip-ft) (kip-ft) (kip-ft) 1 -0.5 0 -1663.6 0 2 0 0 -1676.2 0 3 0.63 0 -1681.3 0 4 1.25 0 -1675.7 0 5 1.88 0 -1658.9 0 6 2.5 0 -1632.5 0 7 3.13 0 -1597.9 0 8 3.75 0 -1556.7 0 9 4.38 0 -1509 0 10 5 0 -1453.5 0 11 5.63 0 -1381.6 0 12 6.56 0 -1245.3 0 13 7.5 0 -1085 0 14 9.38 0 -721.1 0 15 11.25 0 -372.9 0 16 13.13 0 -120 0 17 15 0 0 0 Page 10 of 11 Dimensional Solutions Shaft3D Version:4.5.1 Date: 4/30/2013 Ehresmann Engineering Inc. Engineer: Checker: Bending Moments:Z-Axis Factored Load Combinations Node Depth LC#1 LC#2 LC#3 (ft) (kip-ft) (kip-ft) (kip-ft) 1 -0.5 0 0 -2535.8 2 0 0 0 -2547.8 3 0.63 0 0 -2549.1 4 1.25 0 0 -2531.2 5 1.88 0 0 -2498.5 6 2.S 0 0 -2452.1 7 3.13 0 0 -2395.1 8 3.75 0 0 -2328.6 9 4.38 0 0 -2251.8 10 5 0 0 -2163.3 it 5.63 0 0 -2052.1 12 6.56 0 0 -1845.9 13 7.5 0 0 -1604.9 14 9.38 0 0 -1053.2 15 11.25 0 0 -548.4 16 13.13 0 0 -161.3 17 15 0 0 0 DRILLED SHAFT DESIGN INFORMATION D51 Shaft Diameter(ft) 6.00 Shaft Total Length (it) 15.50 Bell Diameter(ft) 0.00 Bell Height(ft) 0.00 Requested Reinforcement Ratio 0.0050 Provided Reinforcement Ratio 0.0054 Long Bar Size 9 Total Long Bars 22 Tie Bar Size 4 No.of Ties 18 T1e5pacing (in) 18 ULTIMATE PIER CONCRETE CAPACITY Applied Allowed Applied Allowed Load Combination Axial Axial Moment Moment (kips) (kips) (kip ft) (kip ft) 1-Dead 21.00 5099.85 0.00 1.67 2-Dead+WindX+MomentZ 21.00 23.37 2763.10 3075.11 3-Dead+Wind Z+Moment X 21.00 23.64 2741.10 3085.73 Page 11 of 11 NOTES: MONOPOLE DESIGN LOADS: 90 MPH WIND & NO ICE (3 SEC GUST) 1, POLE DESIGNED ACCORDING TO TIA-222-G. 50 MPH WIND & 1/4" ICE (3 SEC GUST) 2. ANTENNA LOADS FROM MANUFACTURING SPEC- 60 MPH WIND & NO ICE (SERVICE) IFICATI❑NS AND ANDREWS BULLETIN 1015F. 3. WELDED CONNECTI❑NS SHALL CONFORM TO THE STRUCTURE CLASS II LATEST REVISI❑N OF THE AMERICAN WELDING EXPOSURE C S❑CIETY, A.W.S. D 1.1. T❑P❑GRAPHIC CATEGORY 1 4. ALL POLE MEMBERS SHALL BE H❑T-DIP GALVANIZED AFTER FABRICATI❑N. GALVANIZING SHALL CONFORM TO ASTM A123, 5. ALL BOLTS SHALL BE GALVANIZED ACC❑RDING TO THE STANDARD SPECIFICATION FOR ZINC COATING OF IRON AND STEEL HARDWARE, ASTM A153. MAXIMUM BASE MOMENT & FORCES 6. BOLTS A. BOLTS IN TENSI❑N ASTM A325 45'-0" MOMENT SHEAR AXIAL B. STEP B❑LTS ASTM A307 (FT-KIPS) (KIPS) (KIPS) 7. ❑RIENT V-NOTCH ❑N TOP TEMPLATE AND REFERENCE TAB ON BASEPLATE @ 0°. 1572 28 28 8. STAMP 'EEI 87540' ON TOP OF BASE PLATE NEAR FLAT #10 WITH 1/2' STEEL STAMPS, 9. ALL ITEMS MUST BE INVENTORIED AT THE TIME OF DELIVERY TO THE JOB SITE/STORAGE 5'-0' ELEV. ITEM RAD, AZ. FACILITY. ANY SHORTAGES REPORTED AFTER THIS DELIVERY WILL BE THE RESP❑NSIBILITY SLIP 86' 14' LOW PR❑FILE PLATFORM OF THE CONTRACTOR/OWNER J❑INT 86' (12) AM-X-CD-17-65 70' 14' LOW PROFILE PLATFORM ANY PROBLEMS THAT OCCUR WITH SCHEDULING, 70' (12) AM-X-CD-17-65 TRANSPORTATI❑N, DELIVERY, F❑UNDATI❑N MINIMUM 4'-6" 55' 14' LOW PROFILE PLATFORM INSTALLATION, ERECTION OR ANY ITEMS DESIGN 5'-0' 55' (12) AM-X-CD-17-65 FURNISHED BY EEI MUST BE REPORTED MAXIMUM 5'-6" 90'-0' 40' 14' LOW PROFILE PLATFORM IMMEDIATELY TO ALLOW EEI TIME TO TAKE C❑RRECTIVE MEASURES. EEI WILL MAKE EVERY 40' (12) AM-X-CD-17-65 EFFORT TO REPAIR/REPLACE NECESSARY ITEMS 30' (2) 6' DISHES (6 GHz) YES IN AN EXPEDITED MANNER AND/OR WILL PURSUE CORRECTIVE MEASURES IN THE MOST EC❑N❑MICAL WAY POSSIBLE AT OUR DISCRETI❑N, HOWEVER, UNDER NO CIRCUMSTANCES WILL EEI PAY FOR OR BE RESP❑NSIBLE FOR ANY DOWN POLE DATA TIME OR EXPENSES INCURRED DUE TO DOWN TIME. POLE--- 65 ---KSI 12 SIDED ELEV. WALL THICKNESSI TAPER ITUDE LENGTH TOP DIA. BASE DIA, 45'-90' 3/16' 160/FT 45' 24' 31 1/4' �V 50'-0' 0'-50' 5/16' .160/FT 50' 30' 38' C OF,G1tdU�P 1S ANCHOR DOLT DATA: (18x) 1 1/2'0 ASTM F1554 GRADE 105 KSI SITE TWIN FALLS FIRE #3, ID X 6'-0' LG ON A 44'0 BOLT CIRCLE y_\()NAL FCC TEMPLATE ❑,D. = 048' �G rERFo 90' EHRESMANN MONOPOLE BASE PLATE DATA; C / 8'-0" 50'0, 1 1/2" THICK, R❑UND �� EFI CONSULT NGESMANNGINEERING ENG NEERSINC. DATE: 02/11/13 ASTM A572 50 KSI I KEE. - NIL (18x) 3/8' THICK X 8" TALL GUSSETS '9 q�o YAC609� r� 1� t�S haV ASTM A572 50 KSI 0,�q �c � �n�'�'�'•'.�rHnd aP N P CHE EDP J.01 475Aj_Contfla ctm§qtl�6I s E01 OF Date- MATERIAL LIST ( 18x) 1 1/2" 0 ANCHOR BOLTS ITEM QTY GRADE DESCRIPTION ON A 044" BOLT CIRCLE. A 22 60 #9 BARS —13'-0" USE TEMPLATE FURNISHED WITH MONOPOLE TO CORRECTLY PLACE ANCHOR BOLTS AS SHOWN, 20" �{ SEE DWG #87480E03 FOR PROPER B 21 40 #4 BARS LAP ANCHOR BOLT & TEMPLATE ASSEMBLY. 5'-6' SPLICE C 18 105 1 1/2"0 X 6'-0" 6'-0' f-- PLAN VIEW QUANTITIES SHOWN ABOVE ARE FOR ONE (1) PIER TYPE FOUNDATION, NOTES: l, ) CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 2, ) REBAR SHALL HAVE 3" CONCRETE COVER AND SHALL CONFORM TO THE ASTM GRADES SPECIFIED. 3. ) TIE AND SECURE ALL REBAR AND ANCHOR BOLTS BEFORE PLACING CONCRETE, 4. ) BASE OF EXCAVATION SHALL BE CLEAN AND FREE OF ALL DEBRIS, 5. ) CHAMFER ALL EXPOSED CONCRETE EDGES 1" © 7 3/4" PROJECTED LENGTH X 45°. (2 3/4" MAXIMUM BETWEEN 6. ) ATTENTION SHALL BE GIVEN TO FINAL SITE FOUNDATION AND BASE PLATE) DRAINAGE AND COMPACTION OF FILL PLACED AROUND THE F❑UNDATI❑N TO MINIMIZE SURFACE SEE NOTE #7 ® 6" ABOVE GRADE WATER INFILTRATION AROUND THE PIER. 7. ) LATERAL REINFORCEMENT, CONSISTING OF TWO ( 2) HORIZONTAL TIES SHALL BE DISTRIBUTED WITHIN 5" OF THE TOP OF THE 6'-3" DEPTH 1 - 1Tf=III=III=III=1Tl I 1T=1 11=�Ti-11911- COLUMN PER ACI 318, SEC. 7, 10. 5, 6. -fi—TfL=ITI�II�II IIJ I I II�II�TI�11- AT ROCK 8, ) F❑UNDATI❑N DESIGN BASED ON SOILS 6" CTC AT DEPTH REPORT BY HARPER-LEAVITT ENGINEERING, INC, (14x) HORIZONTAL O rr n 4�_0" DATED FEBRUARY 4, 2013, PROJECT NO. 2012,216. TIES 9, ) 14, 1 CUBIC YARDS CONCRETE REQUIRED A T THIS FOUNDATION, o 0 10, ) MONOPOLE BASE REACTIONS; III I I I r I 111 13'-6" MOMENT = 1, 572 FT-KIPS 7'-3" DEPTH SHEAR = 28 KIPS 12" CTC R11 �>_ AXIAL = 28 KIPS (7x) HORIZONTAL ULLL1JJJH 13'-0" TIES C SITE; TWIN FALLS FIRE #3, ID NA L T FNG 90' EHRESMANN MONOPOLE ��� -� �o � �C � , STF PIER TYPE FOUNDATION DESIGN 6'-011 0 EHRESMANN ENGINEERING, INC. CONSULTING ENGINEERS DATE: 09/24/13 ELEVATION VIEW J� �'/ f 4400 WEST 31st, STREET YANKT❑N, SD 57078 90 qTF SOP �� (605) 665-7532 OF BY; D❑ (605) 665-9780 N Mcs CHECKED; ''0' 87541 DWG #87541E02 s"rE02BoF CAISSON Version 4.90 3:14:31 PM Wednesday, November 13, 2013 Ehresmann Engineering +tt+raarrr+t++ttt+ttttrr+ttrt+tatr++rat++tea++r+errrrattr+t+++rtartrrt+t+arts t + * PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995, POWER LINE SYSTEMS, INC.* r * +t+r+tare+a+r++tt+r+tataar++a+r+att+++tarrrrt+rrrrt►tttrtrrrrttrrtt+t+r+++ear *** ANALYSIS IDENTIFICATION 901 EEI MONOPOLE N TWIN FALLS FIRE 03, ID NOTES : HARPER LEAVITT DATED 2/4/13 **+ PIER PROPERTIES CONCRETE STRENGTH (kei) - 4.00 STEEL STRENGTH (ksi) - 60.00 DIAMETER (ft) - 6.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) - O.5D *** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY Cu KP PHI (ft) (ft). (Pcf) (Pe£) (degrees) 1 S 15.00 0.00 100.0 3,250 31.97 2 S 5.00 15.00 130.0 4.200 37.98 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 1572.0 VERTICAL (k) a 28.0 SHEAR (k) - 28.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE - 2.00 *** CALCULATED PIER LENGTH (ft) - 19.000 *** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU RP FORCE ARM (ft) (ft) (Pcf) (Psf) (k) (ft) S 0.50 14.15 10D.0 3.250 585.72 9.93 S 14.65 0.85 100.0 3.250 -72.41 15.08 S 15.50 3.50 130.0 4.200 -457.10 17.33 *** SHEAR AND MOMENT$ 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 56.2 3193.5 28.1 1596.8 2.90 50.5 3297.6 25.2 1648.8 3.80 24.4 3372.1 22.2 1686.0 5.70 -22.9 3376.8 -11.4 1688.4 7.60 -91.2 3271.7 -45.6 1635.9 9.50 -180.7 3016.7 -90.4 1508.4 11,40 -291.3 2572.7 -145.7 1285.0 13.30 -423,0 1896.4 -211.5 948.2 15.20 -483.2 976.1 -241.6 488.0 17.10 -263.1 255.5 -131.5 127.8 19.00 -0.0 0.0 -0.0 0.0 *** TOTAL REINFORCEMENT PCT - 0,40 REINFORCEMENT AREA (in^2) - 16.29 +** USABLE AXIAL CAP. (k) - 28.0 USABLE MOMENT CAP. (ft-k) - 2214.1 *** OS Standard Re-Bars (Select one of the following): 82 BARS 44 (AREA 0.20 in^2 DIA - 0.500 in) AT SPACING (in) = 2.38 53 EMS #5 (AREA = 0.31 in"2 DIA = 0.625 in) AT SPACING (in) = 3.68 i` 38 BARS #6 (AREA 0.44 in^2 DIA - 0,750 in) AT SPACING (in) 5.13 28 BARS #7 (AREA 0.60 in^2 DIA - 0,875 in) AT SPACING (in) 6.96 21 BARS #8 (AREA = 0.79 in^2 DIA = 1.000 in) AT SPACING (in) = 9.28 17 BARS #9 (AREA - 1.00 in^2 DIA - 1.128 in) AT SPACING (in) n 11.46 13 BARS 010 (AREA = 2.27 in^2 DIA - 1.270 in) AT SPACING (in) - 14.98 it BARS #11 (AREA = 1.56 in^2 DIA = 1.410 in) AT SPACING (in) . 17.71 yCJ N� 8 BARS #14 (AREA = 2.25 in^2 DIA - 1.693 in) AT SPACING •.(in) n 24.35 �G ++t PRESSURE UNDER CAISSON DUE TO DESIGN AXIAL LOAD (psf) = 990.3 8 9��9rFJ F3 FbeR�qN McJV�� Building Plans have " f,n reviewed and approved nnstruction Subject Field Inspection -of- Date Ehresmann Engineering Page2m I. d/1 J Q��, n �f S MATERIAL LIST lip p- IC UEJ `/ ( 18x) 1 1/2' 0 ANCHOR BOLTS ITEM QTY GRADE DESCRIPTION ON A 044' BOLT CIRCLE, A 22 60 #9 BARS [- 9'-0'' USE TEMPLATE FURNISHED WITH MONOPOLE TO CORRECTLY PLACE Epr ANCHOR BOLTS AS SHOWN, 20' SEE DWG #87480EO3 FOR PROPER B 27 40 #4 BARS LAP ANCHOR BOLT & TEMPLATE ASSEMBLY, 5'-6' SPLICE C 18 105 1 1/2'0 X 6'-0' 6'-0' PLAN VIEW QUANTITIES SHOWN ABOVE ARE FOR ONE (1) PIER TYPE FOUNDATION, NOTES: 1, ) CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, C 2, ) REBAR SHALL HAVE 3' CONCRETE COVER AND 7 3/4' PROJECTED LENGTH SHALL CONFORM TO THE ASTM GRADES SPECIFIED, (2 3/4" MAXIMUM BETWEEN 3, ) TIE AND SECURE ALL REBAR AND ANCHOR FOUNDATION AND BASE PLATE) BOLTS BEFORE PLACING CONCRETE, 6' ABOVE GRADE 4, ) BASE OF EXCAVATION SHALL BE CLEAN AND SEE NOTE #7 FREE OF ALL DEBRIS, 5, ) CHAMFER ALL EXPOSED CONCRETE EDGES 1' X 45° _ 6, ) ATTENTION SHALL BE GIVEN TO FINAL SITE 6'-3' DEPTHNwom = DRAINAGE AND COMPACTION OF FILL PLACED AROUND THE FOUNDATION TO MINIMIZE SURFACE 6' CTC u u WATER INFILTRATION AROUND THE PIER, C14x) HORIZONTAL 7, ) LATERAL REINFORCEMENT, CONSISTING OF TIESRlfl� � TWO (2) HORIZONTAL TIES SHALL BE DISTRIBUTED WITHIN 5' OF THE TOP OF THE rrrr 19'-6" COLUMN PER ACI 318, SEC, 7, 10, 5, 6, BEDROCK 8, ) FOUNDATION DESIGN BASED ON SOILS ® RIHIM AT DEPTH REPORT BY HARPER-LEAVITT ENGINEERING, INC, ii 1 1 1 1 1 1 111 15 -0 DATED FEBRUARY 4, 2013, PROJECT NO, 2012,216, --------- 9, ) 20, 4 CUBIC YARDS CONCRETE REQUIRED 13'-3. DEPTH i11111A 19 -0 THIS FOUNDATION, 12 CTC O 10, ) MONOPOLE BASE REACTIONS; (13x) HORIZONTAL llLLL11J1ll MOMENT = 1, 572 FT-KIPS TIES FFt �1f} SHEAR 28 KIPS _ AXIAL - 28 KIPS TrrrrT1--i7n SSONAL FCC SITEi TWIN FALLS FIRE #3, ID [[ 90' EHRESMANN MONOPOLE PIER TYPE FOUNDATION DESIGN 6'-0'0 EHRESMANN ENGINEERING, INC. F CONSULTING ELEVAT I DN V I EW /qN `V��`� 4400WEST 31st. STREET DATE 09/24/13 MC YANKTON, SD 57078 (605) 665-7532 BY; D❑ (605) 665-9780 A DO 11/13/13 REVISED ROCK DEPTH I ICHECKED: + DWG # SHT OF REV BY DATE DESCRIPTION 87541 87541E02 E02B CITY,OF CITY OF TWIN FALLS COMMUNITY DEVELOPMENT SERVICES �� z" P.O.Box 1907 r\' 324 Hansen Street E Q1V IanTwin Falls,ID 83303 00< (v0 PH:208-735-7267 FAX:208-736-2641 SFRvtNG Q CITY OFTV'JINFALLS 13QII,rJ!NG,DEPT, WIRELESS COMMUNICATION FACILITY 10-2-1: WIRELESS COMMUNICATIONS FACILITY:A facility that transmits and/or receives electromagnetic signals,including antennas, microwave dishes,parabolic antennas,directional antennas and other types of equipment for the transmission or reception of such signals,towers or similar structures supporting the equipment,equipment buildings,shelters,cabinets,and other facilities.(Ord.2773,12-15-2003) Date /-Z 9-L3 Permit# 2.5"S1 1. Name of applicant:)QAinF Mailing Address: C' S' City �� � State:.TJ Zip: 3122 Phone: - C�� - Cell Phone: --may Applicant Signature: Address of proposed or existing Facility: 9 �� 1 �1,5'1��n� i,� S S. Zone: A. LEGAL DESCRIPTION: 1. Lot Block Subdivision OR 2. Provide a detailed legal description. Pzmes(f s� B. PROOF OF OWNERSHIP OF PROPERTY The applicant must prove control of the property for which the request is being made by providing ONE of the following: 1. Copy of Warranty Deed,OR 2. Copy of the Earnest Money Agreement or Contract of Sale. Duly acknowledged by BOTH Buyer and Seller,OR 3. Copy of a Lease Agreement INCLUDING the owner's WRITTEN consent. /OLe?'z r-& SEA C. FACILITY TYPE: S� 1. ❑CO-LOCATION ON EXISTING TOWER 2. ❑ROOF MOUNT D��f -� �fl� f�L�lc�•� tT 3. ❑FACADET�`/�/'l�c � 4. ❑CO-LOCATION ON UTILITY POLE/LIGHT POLE 5. ❑ NEW FREESTANDING TOWER D. SUBMIT A MASTER DEVELOPMENT PLAN OF ALL FACILITIES OF YOUR COMPANY WITHIN THE CITY AND IT'S AREA OF IMPACT. E. STANDARDSP� N-mom 1. Co-Location On Existing Tower: 1.1. Height of existing tower 90/ // *hj. to/// �1oT e Itadl��-- 1.2. Attach a sketch showing the placement on existing tower. 101(??5C -Set aA4261�90f 60.9-5 iVIW -iOIU 2. Roof Mounted: d(> 'n59 2.1. Height 2.2. Distance to the nearest exterior wall G:lworkarealPLANNING&ZONINGIAPP FORMSIAPPLICATION FORMSIP&Z APPLICATIONSIWIRELESS COMMUNICATION FACILITY APPLICATION-ADMIN APPROVAL(12-2008)rvc.doc 2.3. Setback from edge of the building 2.4. Lighting required by FAA? ❑Yes ❑No if Yes attach proof of requirement by FAA 2.5. Attach a sketch of the proposed tower or antenna 3. Facade Mounted: 3.1. Height (attached facility cannot exceed 5'above the fagade) 3.2. Projection from the building (cannot exceed 18"nor encroach into the ROW) 3.3. Attach a sketch of proposed equipment attached to building(attachment to be the same color as structure). 4. Co-Location On Utility Pole/Light Pole Mounted: 4.1. Height of existing pole 4.2. Height of the pole with attachment (cannot exceed 133%of the existing pole height or an additional 15' of the existing pole height,whichever is greater) 4.3. Lighting required by FAA? ❑Yes ❑ No if Yes attach proof of requirement by FAA 4.4. Projection of equipment from Utility Pole (can not exceed 18"from the pole) 4.5. Equipment Enclosures: ❑placed on ROW(can not exceed 12 CF) ❑Placed off the ROW(must meet building setback requirements) 4.6. Relocation of utilities required? ❑Yes ❑ No if Yes please explain 4.7. Attach a sketch of the proposed pole and equipment to include landscaping and/or screening. 5. New Free Standing Tower:A Special Use Permit is required. 5.1. Special Use Permit# 5.2. Height of tower or pole 5.3. Setback from residential and residentially zoned property (must be 125%of the height of tower to residential property). 5.4. Style/Color: 5.5. Lighting required by FAA? ❑Yes ❑ No if Yes attach proof of requirement by FAA 5.6. Attach a sketch of the proposed pole and equipment showing landscaping and/or screening. F LANDSCAPING AND SCREENING: Landscaping and screening shall be installed to visually screen an above ground equipment enclosure. Landscaping and screening shall consist of a combination of trees,foliage and shrubs of dense spacing in the form of either,a screening wall or fence surrounded by 5'wide landscape planter;or a 10'wide landscape without a screening wall or fence. All landscaping shall be watered,fertilized and maintained as necessary. All dead plantings shall be replaced within 30 days. G ABANDONMENT: Upon abandonment or discontinuation of use,the carrier shall physically remove the wireless communication facility within 90 days of the date of abandonment or discontinuation of use,and restore the site to its original condition. The carrier shall provide to the City,prior to issuance of a permit,a performance bond in the amount of Twenty thousand Dollars($20,000)or a bond equal to the written estimate from a qualified tower removal contractor to guarantee that the facility will be removed when no longer in use. The City shall be named as an obligee in the bond and must approve the bonding company. Approved by i�./ Date: _ ©�3 i G:lwakarealPLANNING&ZONINGWPP FORMSIAPPLICATION FORMSIP&Z APPLICATIONS4WIRELESS COMMUNICATION FACILITY APPLICATION-ADMIN APPROVAL(12-2008)rvc.doc Building Plans have i been reviewed and approved I TWINFALLS FIRE # 3 �''� construction Subject ��;J Field Inspection , CONSTRUCTION DRAWING IDLO230 r Page of 1'. 1,._.aP;. at&t IF USING 11'X17-PLOT, Date .......,.............«�•_..........._..._ ... ._.,.___.._._,..-..DRAYJINGS WILL BE HALF SCALE-._..,.:_®..,,...... _ __.r..._._ .. .... FA# 4393 RIVERBOAT ROAD,SUITE 9400 TAYLDR8VILLE,UTAH 84123 THE FOLLOWNG PARTIES HEREBY APPROVE ANDACCEPT THESE DOCUMENTS AND r ENGINEERING `e�* HEREN,ALLTDOCUMEN SARESUBJ CT TOREVIEWBY THE LOCAL BUILDING DEPARiTMENT I z AND MAY IMPOSE CHANGES OR MODIFICATIONS _y p 2009 INTERNATIONAL BUILDING CODE �. n'> f F� 2008 NATIONAL ELECTRIC CODEa >. AT&T VARELESS COMPLIANCE REPRESENTATIVE. DATES LL T WEIA-222 FOR LATEST EDITION ,:'�_� ,* ,vjr ., * -_.._,w___ ?D GENERAL DYNAMICS w o Information Technology I�Il�1 �Ili AT&T WIRELESS REPRESENTATIVE: - Z p { j > _., DATE: ¢F > 960 W.LEVOY DRIVE,SUITE 250 GENERAL NOTES AT&Tdq 0 RELESSRFENGINEER. DATE: O� V SALT LAKE CITY.UTAH94123 1��,• 0 yt t o THE FACILITYIsCI4WI UNMANNED AND NOT FOR HUMAN { '"° „,. GENERAL DYNAMICS ACQUISITION. DATE: IrA1lIROUT N.A MAINTENANCE. K:UW 1YILL VLSI T THE SITE AS OEOInREO N R 0 FOR LT IN ANSIGNI THE PROJECT R EFFECT �""'' K H O F DRARESLNA 1N ANY SANITARY NIT RY SE DISTURBANCE CE OR ABLE WATER, • TAIC SITE ACQUISITION DATE: p 2 y utni OR TRASH;NOOSALIRYSEWERSERVICE,POTABLE WATER, '��4TMr"-ar ,., ,,,� ,s. .�.»....�,._.,._,,.. ZZ F OR TRASH DPROPOSIS REOUIREO AND HO COI.IIAERCIAL = W SIGNAGE IS PROPOSED. LTE PROPERTYOANER. DATE. GENERAL DYNAMICS CONSTRUCTION MANAGER.^,.. DATE: { ` PROJECT DESCRIPTION POLE REPLACEMENT THE PROJECT CONSISIS Of ENNASAND ASSOCIAATIONAND POWDER RIVE R OPERATION OF ANTENNAS AND ASgOCIAi EO EOUIPMEHi CABNETSTOR ATiI'S WIRELESS 7ELE000MUNICAlIDNS DRAWING INDEX D¢•'=l=c*�=*�S Ser,,:e9 LtC NETWORx VICINITY MAP 100E.SHENANGOSTREET LOCAL MAP SHARPSMLLE,PA 16150 SHEET NO; DESCRIPTION: 724.9625999 SITE INFORMATION $ W*W POWdarrhvrdev cDR1 �rT i T,I Adybfln 4ve w Addnon Aw Adlun A•,L d Clinton Or Clinton a T-1 TITLE SHEET ADDRESS 9J9 WASHNGiON?➢T S PROPERTYOWNER CITYOFTNNNFALLS - Cl,+ill Falls '�2W4 T-2 GENERAL NOTES OOR � - TWIN FALLS.10 83301 T-3 GENERAL NOTES TOWER OWNER ER T-4 GENERAL NOTES SITE NAME: TW"/T FALLS FIRE 63 IGlrire�IT Ad V,.�,yr,r 6EarT Dr Earl Ot SITE NUMBER. IDL(a230 ` �` trrr o-.T T-5 SIGNAGE&NOTES A +rwTm: Ioora faeT.« x r�l COUNTY: TWINFAtLSCOUHTY - BQMyDr �0• E:-1 OVERALL SITE PLAN RLV GATE OESCRPTgN BY LATITUDE 1NAO 03) ar 3r4 s-N 'SIT3rch3rd Dr W E 3700 H SITE C-1.1 ENLARGED SITE PLAN s LONartuDEtNADasI H ua•a•?B� w C-2 EQUIPMENT PLANS d C 2.1 ANTENNA PLA S NS �� ��N S FO ti� zZONINGJUR15WTWINgTiWf CITY OF 1H FALLS S C-3 FAST ELEVATIONS zoNNcasTwcr_ IRicN N is 1•rr N iC4 NORTH ELEVATIONSPARCEL, a (J C-5 DETAILS A POKER COMPANY. IW}IO POWER P,A. _ 130pswe9a+ E-1 ELECTRICAL ONE DIAGRAM �J� TELEPHONE COMPANY CENTURY UNK taaelata t1 (A "' ' E-2 ELECTRICAL DC SURGE SUPPRESSOR DIAGRAM �, T[ Q � weo SITE ACOL85TION CONTACT: N ENN'f37pWE �'I'O`<'arhn G-1 GROUNDING PLANS J\�Rv 1n� C, � EIUmi Avp �.,r7 HOT TO BGILE o NOT TOOME G-2 GROUNDING DETAILS 91 RF ENCNEER AvntAnar osuwrCAAwrcap,, SHAD RYDALCH 12M317.0011 RF-1 DETAILS mw iS,KYMf r.crw°uwc"rK R"[CTgd a.ucPAmltacu w sac" DRIVING DIRECTIONS '0A '°"^°°° �' RF-2 LTE CONFIGURATION CONSTRUCTION MANAGER ROCKY AUrTiSON I30112o1-0saa -•°--- pt�TlpNS TQ�SITE: TWIN FALLS RE DL04230 #3 FROV THE AT&T OFFiCE AT 948 N HAR'4 SON AVE POCATELLO, TAKE 1-86 EAST TOWARD AVER CAN FALLS/TWIN FALLS AND DO NOT SCALE DRAWINGS 929 WASHINGTON ST.S. TAKE EXIT 182 O>F OF 1-84. TURN SOUTH ONTO ID-50. IN •4 V LES ID-50 BECOVES 10-30. VEER RIGHT AND CO 4.8 TWIN FALLS,ID 83301 M LES TO A LEFT TURN ON BLUE LAKES 8',VO. TURN RCHT ONTO F 3700 N/ORCHARD DR. GO ABOUT I VILE AND THE SITF, mNTRAerortsNAuvERsvuLrxANstE>nsTINOWAeENs+aysaoDNOrtaNsoN LTE MONOPOLE CONTACT INFORMATION S DN THE LEFT. THE JOB SITE L SHALL]IMMEDIATELY NOTIFY THE ENWNEER IN WAITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RFSPONSPLE FOR SAME rSHEET TITLE ENGINEER, POWDER R1vER DEVELOPMENT SERVICES.LLC TITLE SHEET 100 E SHENANGO STREET dW W PSNILE,PA 1a150 CONTACT: MARK THOMPSON + Know what's below. °CALL before you dig. CALL AT BFEFOREY U DGING SHEET NUMBER PHONE' (T2Q%2d99B A T=1 .. .. .. 7, „•,ff <.. ..,. .. ,,. � �.. .. 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POLE DIAMETER. fr4s, 92J12 ALUMI.AIA MOUNTING PIPES'. 1120.3tnw f7A'mON.1ENTA4 RATING KMA 715 ���� YIEI GHT 61LBS f2T5 T6 N1 1 ,�...-- � 1'•e'PIPE(L1N)*.---.-• �,._.. 21.4• _ 4393 RIVERBOAT ROAD,SUITE#400 00 TAYLOREVILLE,UTAH 84123 ILI � I GPS 1NOU1N11lG lOT 9a� Flil O O GENERAL i �RN4L DYNAMICS f ICE BRIDGE POST µ---- kY'=' 'u L.« 960 W.tEVOY OPINE,Slft►E 250 SALT LAKE CITY,UTAH N123 -COMPLETE 10T INCLUDES RIND MOUNT,11126' SUPPORT MMS.1111Ya111/Y HORIZONTAL PIPES,ANTENNA MOUNrINO PIPES,AND ALL HAROVWRE. -0R SOLIETHING SIILM GPS ANTENNA MOUNTING scaLE SCALE SCALE SCALE N.T.S. SURGE SUPPRESSOR N.T.S. 2 T-ARM MOUNT NTS 3 NOT USED N.TS 4 i ^4 N POWDER RIVER ' Ch,elcp.•neD4$.IVPR!LLL: 100 E.SHENANGO STREET SHARPSVRLE,PA 16150 724,902,5999 vmw.powdeff6wdev cm a wx»�r INOf1 DtrntRucrnu A REV DATE maomPTION BY SCALE t SCALE SCALE SCALE 4 s,L; NOT USED N.T.S. +� NOT USED N T s G NOT USED N.r.s. 7 NOT USED N.T.S. $ 14339 rF o f \I, rw AwourRlnas Inwrnll AnrnRsow, LC is Mr M[/.CT9q NiD(R TN[pRtGTM!/ �� BRLK[4S[DMdL5SM7NRL LM44([R. S TONUTlR TMt DDCUYlM TWIN FALLS FIRE#3 IDLO4230 929 WASHINGTON ST.S. TWIN FALLS,ID 83301 LTE MONOPOLE SHEET TRLE DETAILS SHEET=UM6 SCALE SCALE SCALE SCALE NOT USED NIRS .T.S. 9 NOT USED NTS 10 NOT USED N.T.S. 1 NOT USED N.T.S. 12 PRDl PROP NO.pNLT ti0512 RRH REMOTE RADIO RRH REMOTE RADIO HEAD ALPHA 61 HEAD GAMMA 61 at&t 4393 RIVERBOAT ROAD,SUITE 9400 r r t TArLORSVILL81 UTAH/4123 BATTERY DANK RRHREM BETAIII RADIO r + r + I I GENERAL DYNAMICS ROUTE TO THE NEAREST information Technology GROUNDING BAR(TYP) I 960 W.LEVOY OWE.SUITE 250 I 1 SALT LAKE CITY.UTAH 94123 1 1 I I , FIBER OPTIC CABLE ITYP) t t----PROPOSED LINEAGE t 1 1 1 UPS 121111 DC I I RAYCAP SURGE 1 1 1 I 1 SUPPRESSOR DC6444014*F 1 1 t 1 I t' 1 4' �------ 1 1 1 1 t POWDER RIVER 1 LOCATEON1rhON PROPDSEO TO FJOSTING MASTER ��—^——______——_— ' � r 1 WEDO DRLYE RACKOR GROUNDING BUT 1LOO E.SHE fNANGO STREET 1 r f = OUTDOOR LTECABR4ET _I SHARPSVI_LE,PA 16150 4 1 t I 724,962 5999 1 r 1 VA W powderrWrdeY.toms f-----r -----r_ 1 1 1 1 � 9 7 � C� S; (� t0 j iI,i 1 it _(� 1r j 1 1 1 p n i ` CABLEbT0ELi13(fYPJ 1 1 �- 11 1 I 1 l 1 is 1 1 I 1 17 a _� is j i uE RASE MIIO UNT ; i REV DATE DESCRIPTION BY-) 1 1 to - 1 1 1 I /'�FIBER OPTIC CABLE 1 t I / 1 I I 73 21 ; TER GROL*0140BAR 1 2t re m O 1 1 rl �_ _� „ 1 1 MYCAP SURGE SUPPRESSOR �339 1 1 1 DC6aeaa REd � OC CIRCUIT SCHEDULE 34 (tFlDOOR�E��) 1 FROM TO CONFiOUNTi01f J' 1 1 1 RAYCAPSURGESUPPRESSOR 1 �j DC6 I6b0ae 1 (I)2-610 T101NhMTENW-1BL ` GF l� 37 ('�.. _� DI 1 ; (OUT DOOR CABINET) ; OI J6V DC CIRCUIT LIE BASE BANG UNIT TYPE TC-ER OC CAE - �. I,J J i 1 1 1 O -46V OC CIRCUIT SURGE SUPPRESSOR (1)2-010 TF*ftTMM1AtVN-I _I ` 1 10 1 1 1 WE-48-6D-R40RDC6-A6-e0-16 TYPE IC-ER OC CABLE q� gnpuw toq wtrtgaov. 4r j 1 PAYCAP (1)rAfO StFl4TNVWVM-1 AL ti tnt•Aq[ACf✓tlC urtxR1*[Ogtc*rtw 1 �1 -46V DC CIRCUIT SURGE SUPPRESSO R 01 AtE[egStO ggp[fSUMlfR6NtER. DC6J6-60-111M OR DC6-N-QQ-t6 TEE TC-EROC CABLE 10Mt(giM lwalVEnT RAYCAP 1 EXJSTINO MASTER BAR I O -46V DC CIRCUIT SURGE SUPPRESSOR (t17YpE TC•ER�1 1 1 TO E OUNDINGBA 1 pC6 16 60/t1A 4f 60 E6 GROUND TWIN FALLS FIRE #3 SUPPR RAYCAP RAY`A° IDL04230 TYPE TC-ER DC CABLE 6 1 1 O SURGESUPPRESSOR SURGE 5VDPRESSOR (1)6-66THHwnN&wN-1 �-r-_----r--r_-_r♦ 1 • OC6-16-e0-RM ORO-4e-60-16 DC64e-60-16-SOF 929 WASHINGTON ST.S. Oi SURGE RAM RRH REMOTE RA (l)2•612 TrlOM7AM4MN•i OC6Je-60-16-6F HEAOALPHAII TYPE TC-ER DC CABLE TWIN FALLS,ID 83301 TO EXISTING LIASTER RAYGAP GROUNDING BAR Ui SURGE SUPPRESSOR D RRH REMTE RADIO (q W 2-612 TlfOMHVNdN -E I_TE MONOPOLE DC6J6-6D-16-6F HEADBETASI TYPE TC-ER DC CABLE 1 SURGE SUPPRESSOR RRNREAK)TERADIO (1)7.61rTtthuM11VN7NW-1 SHEET TRLE RAYCAP O OC6J6-60.11JF "FAD GALri.0 61 TYPE"-ER OC CABLE ELECTRICAL ONE NOTES_ LINE DIAGRAM 1.INSTALL ADDITIONAL CIRCUITS TO RECTIFIERS AS REOUREO TO PROVIDE -46 DC POIVER FOR LTE SYSTEM SHEET NUMBER Ewl ELECTRICAL ONE LINE DIAGRAM 1 PF=PRW NO.34WIM17 w at&t 4793 RIVERBOAT ROAD,SUITE 0400 TAYLORSVILLE,UTAH 14123 796 AAS RED(TYPI REOgREEN QQ �_ GENERAL DYNAMICS Information Technology 9W W.LEVOY DRIVE,SUITE 250 TORRN - �\ SALT LAKE CITY.UTAH SIM 1 I t BIACK/GREEN I SPARE REG'ORA,GE TORAH Q V tv`J POWDER RIVER (,.,t'e'crrtiei,t 5en,ces LEG 100 E.SHENANGO STREET SHARPSVILLE,PA 16150 &ACKrORAPAE i BARE 724.962.5999 REMBLUE 1►WW,pOWdBI(1.6(d0Y.00111 mn TO RRH ,Q h `VJ C�JJ • li�1V1017 R01 C06TMIC(Idt A ` —rT—(( 11EY GATE OESCRIPTION 8Y r..�.., LLBLACLK11eLLLJUE SPARE Cet (MR CABtE•1 .. 'AB(ER �t�,s I N I/ C S c 4 i DC6 MOAS-8F DC SURGE SUPPRESSION WRE DIAGRAM 4339 � HC c NO 110 NOT USE) 1 ?ylf OF aU rt VIOUROI Axrrawa, BLUE aN•IITE- ROUTE TORRH ssr.¢rAR(AEaweuRx•r�aaa(efav OGld6-661iJF Oi A1C(MS(0PWC S*%ALft(BEER ALARM BOCK rOAEiFR 7H3 DOCdMLAr VIM OIAGRAA( TWIN FALLS FIRE#3 IDLO4230 929 WASHINGTON ST.S. TWIN FALLS,ID 83301 LTE MONOPOLE SHEET THE ELECTRICAL DC SURGE SUPPRESSOR DIAGRAM SHEET NUMBER ELECTRICAL DC SURGE SUPPRESSOR DIAGRAM 1 PROS►RO1 EEC �,u I,OS,: ELECTRICAL GROUNDING SPECIFICATIONS 1 GROUNDING S11ALLCOMPL Y WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AVTri0R1iY HAYING JURISDICTION ���� 2 ALL GROUNDING DEVICE SHALL BE U L LISTED FOR THEM INTENDED USE3 GROUND EXST:.NG CROuN3 R'NG r WIRES SHALL BE TOURED$2 AW'O BARE SOLID COPPER UNLESS OTHERWISE NOTED .�. -"yJ - —4—CONNECTIONSOF ALCGROUND WIRES TO THE GROUND RING SHALL BE EXTHERWCi(CAUWELDEO),LWLESS OTHERWISE NOTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ATIT WIRELESS NEW GPS ANTENNA GROUNDED 4393 RIVERBOAT ROAD,SUITE p400 BROADBAND STANDARDS TO EXISTING GROUND BAR -- — -- --- -- —.- r` .» .-� 1 TAYLORSVILLE,UTAH 64123 5 GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSI ALE WHEN REQUIRED. GROUND LEADS SHALL BE BENT TO A MINIMUM OF LT RADIUS "--- — 6 WHERE IEA.',5 FRO V E%STING GROUND ( — NEW LTE CABINET GROUNDED Rpi1ND5IRIG ARE ROUTED FROM CONDUIT F OM CONNECTION GRADE F BELHE GROUND RING,INSTALL WIRE iN 314- BAR TO E%3TAG GROUND R SG CXISTINC I TO EXISTING GROUND BAR HEAVY WALL LIQUID TIGHT FLEXIBLE CONDIAT FROM CONNECTK)N POINT TO 5'BELOW GRADE AND SEAL THE TOP WITH GROUND BAR_ SILICONE SEALANT .ND 7 ALL GROUND BARS SHALL BE TINNED.114-COPPER.SECTOR BARS2',COLLECTORANDMGBBARS4',OFSVFFICIENt GENERAL DYNAMICS �l —�T � _~ i-� ` Information Technology LENGTH TOACCOMMODATE ALL REOLRRED CONNECTIONS WITHOUT DOUBLING LIDS,AND EACH IN STALLED WITH \ [,4 ^- (SOLATORS.WHEN CONNECTING GROUND BARS(W1 THIN 10 FEET OF GRADE)DIRECTLY TO THE GROUND RING,2 EA 02 SOLID DOWNLEADS SHALL BE CAD-WELDED TO THE GROUNDING,1 AT EACH OPPOSITE BOTTOM CORNER,AND EACH SHALL I 960 W.LEVOY DRIVE,SUITE 250 RUN IN XW HEAW WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING,WHEN O I SALT LAKE CITY,UTAH 64123 CONNECTING SECTOR GROUND BARS.DAISY-CHAW4 THE GROUND BARS AND RUN 1 FA.92 AWG STRANDED COPPER WIRE J WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING ANDCA6WEL0 TO THE RING. J/ I EkSANG AT&T CPS B WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS,2 HOLE COMPRESSION LUGS SHALL BE USED, GROUNDED TO TO EX STING PROTECT WITH WEATHERPROOF HEAT SHRINK,AND WITHA THIN COAT OF-KOP-R SHIELD'OR EDUIVALENT PROPERLY ICE BRIDGE EX:STINC UVTS CAD.,NET APPLNEDANDATTACHEDONLYVNTHSTAINLESS STEEL HARDWARE ' GROUNDED TO EXSTNC 9 WHEN G EXSiiNC POWER PLANT (� — J GROUND OAR ROUNDING EQUIPMENT ENCLOSURES. OTHER METAL APPARATUS.A Id AVkQ STRANDED GROUNDEEO TD EXrST:NG '— COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG,PROTECTED GROUND BAR WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZNG STAINLESS STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE IO BELOW EXSilNC IOU S NFT PYENT RACK EXSTINC CV CAB' . GROUNDED,TO EXISTING GROUNOFO EX CAD NET. _, 10 PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO GROUND BAR GROUND BAR SHINY METAL.GOL OED CONI7ECTiONS TO NON4iOPPER SURFACES,APPLY ONE COAT OF ANY ANT4OXKXZING PAINT, �y.,.-.,,}� � •-\ ' D GALV'OR EOUrV EQUIVAIE NT. 11 GROUND RODS SHALL BE COPPER,CLAD STEEL Wnl0',SPACED NO LESS THAN 10'ONCENTER POWDER RIVER 12 ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SMALL BE SECURED 11TIL12tNGONLYNONMETALLIC.NON-CONDUCTIVE, Da:e!rcr :.ttie:,ce!III; W RATED CLAMPS,BRACKET,AND OR SUPPORTS 100 E.SHENANGO STREET SHARPSVILLE,PA 161$0 13 WHEN REQUIRED.THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN WOEPENDENT TESTINX3 FIRM TO VERIFY, 724.962.59Mwde UTUZING A MEOGER TEST,THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 ( MS)A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE AT&T REPRESEN7ATNE wNw pOwdeNiverdev Exxn 14 ALL MATERIALS AND HARDWARE SHALL BE INSTALLED IN A WORKMAN-LIKE MANNER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS,AND DEFINED IN WPA-70 AND APPROVED BY A.H,J. EQUIPMENT GROUNDING ISCALE N.T.S. 2 4 tz wmi IOPY[ONlIgJCllbi ; REv DATE OESCRIPTK)N BY NFW RR'•I GROUNDED TO ANTENNA GROUND SAR NEW ANTENNA YOUNT CROUN3ED TO ANTENNA GROUND BAR S,p N A L E�C ..ram To ANTENNA io AT �¢LAD'O o�C \CE N S j- dry G NEW ANTENNA MOUNT C40JKDED--..4� p �I TO ANTENNA GROUND BARvo NEW ANTENNA MOUNT GROJNOFO NEW LEIS GROUND 14339 1 // / A\iENNA GROUND BAYS TO ANTENNA GROUND BAR NEW AT&T / TO TOWER GROUND BAR Q SOUND / NEW ANTENNA MOUNT CROJSJED J Iv NEW RR"G40UNY0 TD ` 10 ANTENNA GROUND BAR ANTENNA GROUND BAR \ tt AVIpLA1*I0I EAW"Atrrrl*S., LWF�E r.E r—At:rve taDFR M DpceT,at F�NA. LEA7 TO LOWER OF•MHSEO-FlSIU+ALIINW EIR f GROUND BAR TO AEIER T.I.DockwhF a REV!ANTENNA YDUNT GROUNDED 1 NEw ANTENNA / TWIN FALLS FIRE#3 TD ANTENNA GROUND BAR ` GROUNDTO (1'� I I IDLO4230 L NEW ANTENNA NCi1�i CRDU\DED NEW ANTENNA so ANTENNA eRouNO BAR y,�, 929 WASHINGTON ST.S. GAOL\D 0A9 �,, t r i - j T\ PER SECtCR 1 TWIN FALLS,ID 83301 NEW JNANTENNA YOJVT GROUNDEDvNOWIf LTE MONOPOLE TO ANTENNA GROUND Cn4 _'"`_._ NEw RRM GROUNDED TO lORtq ACR't{ ANTENNA 04DU\D BAR SHEET TITLE r �I GROUNDING NEW MOEN"VOUNT CROUNDFO PLANS TO ANTENNA GROUND OAR SHEET NUMBER NOTES N.T.S.5CALE G=1 I 1 ANTENNA GROUNDING SCALE _ISL PROSPRMI NO.3152-110W i 00' I.SO' N + u TYPE Ns TYOE 2-YA•Z TYPE XA TVPE.YA 2. at&t ... .. ..-..»EXISTING VISITS --NEW LTE .,,.,.EXISTING GSM ANTE" ANTENNA ANTENNA - - - 2000`— • � 4393 RIVERBOAT ROAD,SUITE 0400 PE TA TYPE VM TYPETYPENC .TYPE Bs .TYPE GY 2615`.---. �" T T f TATLORSVILLE,UTAH 04123 tt --�NEWSURGE 35"" PROTECNON 1000• UNIT 6-6 NEWRRN yy_�I 1''[�j}\, -- NO.IISAUd11 6620(q �L,J , INSULATION \\�-I3i.001M1 dip IIIIYW��11111 Vjj -NO.LB BRACKET % W 'vALLB"XCKE' GENERAL DYNAMICS •, % ,f- I 1.»-»E%r5TN0 Th1A(/YP.J TYPE W TYPE '$ TYPE VB TYPE PT TYPE OR InWmatlon Technology NOTE- . 1•f %'- / ` . 9 L .VE,SUITE2 ERKOEXOTNERMICMOLDTYPES`S"0%NNHEREARE EXAMPLES.CONSULT VNTHPROACTAWIAGER SALT LAKE CITY.UTAN123 FOR SPECIFIC MOLDSTOBE USED FOR THSPROJECT EXOTHERMIC WELDING scaLE 2 12"& 18"GROUND BAR SCALE 3 N.T.S. N.Y.S. NEW TINNED 02 AV4 BARE SOLID COPPER(TYP I FROM ANTENNA NEW(AS REOUIRE0)UPPER ANTENNA GROUND RX I BAR(SIPER SECTOR V02NIN'SOLID COPPER CABLEMVE PL f16201 1 CPS UNIT TX V TIERPROOFING BAR l''w NEW(ASREDUREDITINNED12 SAWGGROUNdTtO gin AMG E SOLID COPPER ITYP.I CONDUCTOR TO AWER(TYP) GROUND I IRING POWDER RIVER ` 100 E SHENANGO STREET l t + I GROUNDING KIT SHARPSVILLE,PA 16150 �...�.�.J� AN79 M A CABLE TRAY 724.962.5999 �• -+�—EXISTING LOWER ANTENNA TO CABLE TRAY(TYP) ( MAN GROUND BAR WYJVN.TpWdUYT1YCIdBY.COfR CAMEYYAVE P.N.616201 MONOPOLE K AM GROUNDING CABLE•••- VE WG ATWRPROOF OR TOWER (PROVIOED VAIN KIT) I WT(TYP.) —ISAWD I � GROUNDING BUS BAR �•• •----IrrCOA XCABLE V •-02AMDCWGONMD --- MN.BENOMRADNS T TOOROUNI)WRE • °- PER MANUFACTURERS ALONG CAME TRAY I I I STIVIOMD FROM ANTENNA FRAME SUPPORT I12 ANG BARE �^----�y} I TINREDCOPPER I lYIV101! 106K CO,gTtgXCtld i ------�+ --------TO GROUNONC SYSTEM REV DATE DESCRIPTION BY nAYYO am GROUNDING BAN MOUNTED NEAR ANTENNAS NOTE:00 NOT WSTALL CABLE GROUND KIT AT A BFND SCALE 1 1 SCALE N.T.s. GPS ANTENNA MOUNTING 4 ANTENNA GROUND KIT N,T,S, S q�� (EAT MOW k [� RRHPERPLAN ANTFNNAPERFLAN NWRE SIZE SURNDY LUG BOLT SUE MMIIDY GROUMD WG A. 1G AM GREEN INSULATED YACC-27C311 3W'16NCS20MT (SEE TAM ) SRE 3 +1^ AND MODEM (3 `KJ l✓A 92 AVW SOUR TMM YATC•2rem M'•16 NC S 2 BOLT NUf ITYP) 1 'I nANK38TRANOED YA2C-2T636 31t'•t6 NCS2UOL7 LOCK O EXISTING EWL14AENT - NEW62 INSULATED GROUND OR AS �( YI6ASIIEN !1 9J M"GROUND BAR SPECIFIED BY MANUFACTURER(TYP) nYP) �. -- fOF \ ` �I WMAWOSTRANDED YAM 2TC36 w16 NC 32 BOLT EXISTING OVTDOQR I r < CASNEF(fVR) J- lj HAAWGSTRANDED VA26M w's NC S2BOLT r` s OtO a AYKKATON 01 LAN10A AA1,Y1t011. yt III GROUNDBAR GROUAJdNG L63 TMLYMEACTMGUOIATME OMCfOI, J CONDUCTOR aAIKlSAtT Mpt({{O411E lrOM[I1 ( ` � �I NOTES: eURNDMXT(TYP) roAUrn 7ws 0oeuuExt 1.ALL NMDVWRE SOLI.MIT$.LOCK VO-14"RS BARREL FOR VgUE AM STRA I)LOND %I i\ ` •\ �I TOBEASFotla ieOL7.FLA LV0,SHFR. EQUIVALENT� STRATIOEOOR -WIN FALLS FIRE#3 r1 TO I GROUND BAR,GROUND LUG FLAT INASIERANo IDL04230 \ / ! NEW U MA GROUNDING P COAX SECURED T. BAR VATHAPP' It ATTACMENTS 2 COPPER SHELO.ANTIOXLCRNO-OXOR I® 929 WASHINGTON ST.S. I,-,- •_ yf EOUIVAUENT SHALL BE PLACED VAIERE ALL ( Ot"MXM METALS CONNECT. i B�VNRETOBENOOXATBOTH TWIN FALLS,ID 83301 _ I 1 3 ALL LUGSTKO BE INSTALLED PER LTE MONOPOLE EXISTING GROUND LEVEL j LWA FACTURERS SPECIFICATIONS 1r SHEET TITLE 00.EXISIWGROOF 70P I fi GREEN MISION GROUNDING TO EXISTING GROUND SYSTEM 'T� -ii PLANS -----NEW COAXIAL CAME GROUNDING r 10T.OR0UNOTOORGUNOBAR(S) SHEET NUMBER XT ANTENNA LEVEL(iYP► G=2 SCALE ' SCALE SCALE GROUNDING SCHEMATIC N.T.S. 'I ANTENNA GROUNDING N.T.S. 6 MECHNICAL LUG CONNECTION N-T.s. 7 AM-X-CD-17-SS-OOT-RET-726MHz-09DT — ALCATEL-LUCENT 9942 RRH 70D RADOVE QATERIAL' PVC.UVRESISTANT OPERATIONAL BANDWOTM IS$MW.7 LTE CARRIERS RADOME COLOR LIGHT GRAY WEIGHT-. 51 LOS pIAEHSION.H:WRO 9fi•R I S':SS' SITE. 172'R10 S'R N' �"""'—"—"'� ���� wEK;nT.LTn 1 tom`s'r PRELgUt7ifO BRACKETS 5951e ':�[ CONNECTOR 1a TnG INN rEW0.E VANTENNA MOUNTING PIPE ANTENNA MOUNTING �,. ( ... '.. BRACKET SUPPLIED ._._.,.... -.._._,...__..w........ _......_...:�...... .�....., >, _.. ._,_... ? _. WANTENNAITYP.I 4393 RIV'SRIlOAT ROAD,SUITE 0400. TAYLORSVILLS,UTAH 04123 7 .� \\\ _ —RrEHMOUMING `-�MGtR1TING BRACIfET SUPPLIED BRACKETS - - evRRHI'h'P1 WPPIED F RRH PERPLAH -----ANTENNA PER PLAN WARN smfvlEW ERDNrvIEw GENERAL.DYNAMICS j `�( ((�)?) 11 information Technology .� TANTER"MOUNDNO RPE ---------u -- - —ANTEM A MOVHNNO 6 .�. I� 960 W.LE?VOY DRNE,SLATE 250 BRACKET SUPPLIED fl L SALT LAKE CITY.UTAH 94123 WANTENNAITYP.I NOTE:RRH OW I.BE MOUNTED llll L L kr( TO ANTENNA MOUNTING PIPE '�I lf"II�III)IjI 1BEHINDANTD#W TOPVIEW 80TTOLA VIEW ANTENNA SPECIFICATIONS SCALE SCALE SCALE N.T.S. 'I ANTENNA MOUNTING N.T.s. Z RRH SRECIFiCATIONS a.T.s. 3 RRH MOUNTING SCALE N.T.S. RAYCAP DCS-48-60-18-8F NUMBE } SUPPR SSIONCOSPROTECTEb S SUPPRESSION CONNECTION LIETHOD COMPRESSION LUG,tT.t14 AYVG COPPER. n�N AIUMINIRA I� ENVIRONIAENTAL RATING IP88.7M?t HRS POWDER RIVER WEIGHT St S LBSII�LE3 NI 100 E.SHENANGO STREET SHARPSVRLE,PA 16150 724.962.5999 www powderriverdev.com 11, I IS� Nr � \J IDANN7 MOKCmarw CTI(RI i REV GATE DESCRIPTION By MOUNTING BRACKET ^N A r LL- SUPPLIED VNt1N1i S J ti SIDE cre, SURGE SUPPRESSOR N.T.SE 5 NOT USED CA E s NOT USED Nis 7 NOT USED Nis 1g � 4339 � OF �° ►lr. RRAVI ",WOEV iC11Am ITRSOry, .� 1MltfiTnll'ME Kf46 YIClR TM fYEt1gY a A E KYMiE P Ad E 33g9K[RcnK Ca. 70 H1CR Tr,3 DOCUYFMT TWIN FALLS FIRE#3 IDLO4230 929 WASHINGTON ST,S. TWIN FALLS,ID 83301 LTE MONOPOLE SHEET TIRE DETAILS SHEET NUMBER NOT USED SCALE 9 NOT USED ALE RF=1 N.T.S. N-T.S. 10 NOT USED NJS. '� NOT USED scaLE12 .. .. .,.. .. ,. .., ,. ... .. N.T.S. PROS PAW NO.3E52d10312 RADIO HEAD CONFIGURATION NOTES_ NOTES NOTES; 1 ALL OF CABLE LENGTHS ARE WITHIN4F7.OR EACH OTHER ACROSS ALL SECTORS.FOREXAMME,SECTORAS SHIORTESTJUMPER tS6 1 GRAYTAPNO TO BE USED FOR 700 LINZ AND PURPLE TAPING TORE USED FOR AQWS TA➢INGTO I FOR BOTTOM JUMPERS(FROM THE MAIN COAX TO THE STS CONNECTOR)LONGER THAN F T;THEREFORE C'S SHORTEST JUMPER CAN BE NO MORE THAN IS-LONG FOLLLOW A76T STANDARD 1S'USE?i4-COAX.FOR BOTTOM JUMPERS LESS THAN I V USE Vr EC4 OR EOVNALEHT, 2 ALL OF CABLE JUMPERS MUST USE PRE MAOEApAPERSWLTHPRE-INSTALLEO CONNECTORS ONBOTH ENDS,ASPER OF AND CTO DEST 2 FABMCATEAMJPEFtSTOASSUREIHATTHEVO'CONNECTORUS56'FROUTtEFLOOR PRACTICES ANDGUDELNES USE ONLY LOF OR LCF 12 JLPAPERS FROU APPROVED OF JUNIPER CABLE VENDORS IANOREW 6 MKS)DO ABBREVIATIONS ALLOWING ENOUGH SLACK TO REACH ALL STS IDUMJCO)CONNECTIONS R CAILNET IS IN at NOT USE SUPREFLEX TYPE JUMPERS PLACE Oar (-Xt. RED3 ENSURE PRORR WEATHERPROOFING AND 70ROM IS APPLIED TO ALL OF CONNECTIONS.ASPER ATT-002"M 041,ENSURE PROPER OF B BLUE 3 MOUNT POU IN FE RACK ASSURE THAT THE PREFABRICATED CONDUCTORS SUPPLIED �"(:." „ •� SWEEP ISPERFORIJEO.ASPER ATTA02 2N443 C GREEN WITH THE BIAS TEE VALL REACH THE DESNGNATEO TERMINATION PO'.NISGR p.,........ 4 Y OF JUMPERS REMOVED FROM THE TOWER DURING THE IMIPLEMEMATION Of"MOP CAN BE REUSED AT NEW CELL SITES. GRAY MY SUPPLY AND INSTALL 96 AM GROUND TO THE TELCO RACK FROM THE MAN GROUNDING PROVIDED THEY ARE CONSTRUCTED WITH PRE-MADE CONNECTORS ON BOTH ENDS AND PASS SPECIFICATIONS. .. BUS;SUP'LIED MNO INSTALLED BY COHI RACIOR 4393 RIVERBOAT ROAD,SULTl 0400 " S ALL FISERS MUST BE OF THE SAME LENGTH FROM THE FIBERMC SURGE PROIECTION BOX TO THE PON ANY EXCESS FIBER SHOULD BE TATLORSVILLE,UTAH04123 SPOOLED IN THE FOBEROC SURGE PROTECTION BOX B IMPLEMENTATIONOF THM MOPWMLBE ALTE CAPITAL PROJECT REFERTODRIVERNUMSERC170FORPRICING. CONFIGURATION ASMEWED FROM"REM OF THE ANTENNA Al A2 A 0.4 S1 02 41 B4 Gt G2 G3 04 EM714003M NEWLTE EVOT/ EXISIVIGWrS EXISTI'IGOSU NEWLTE FVPTY EAS104uMIS EXSIM059 tQWLTE EVP17 E1n5Tn10NXT3 GENERAL DYNAMICS Information Technology 960 W.LEVOY DRIVE,SURE 250 1 t SALT LAKE CITY,UTAH 94123 1 � I 1 I ---r- - - ------- - - - I — J L--- -� — ——— —— — — — — —— — L I i -- - I — ___ _—._ _ _ _ - ---- -- - - -- -- — '— I — _ I - -- I — 1 — I 1 I r } I I NEVIAD50 CABLE FOR PET(TYP.} �"1 I i i d4 1 POWDEERR RIVER It STREETYJRXt TXIRX2 TX/RXI TXmX? TXIRXI TXARX2 ' 100 E.SHENANGO I SHARPSVIIIE,PA 16150 16150 -� BETA SECTOR --J SETASECTOR AIP 70 724,962.5999 SECTORL I F I- —— 0 RRH f00 RRH 700 RR" NW W PO+rdO(tiVBtdOY.CpR HEWALM CAE ITYP) � M S •• I I — _ .,... — — L �- -- - - - - - � I t tsaaalT TPvs tXJIOLR1CiY11 ; ALPHA PLATE-.. BETA— I I I I REV DATE DESCRIPTION BY I 1 I I 1 I ��01�!tic BETA"' I O1O Q20 030 O+O�i Os0 060 i I I I N<<4 L-----------------�L--- -I �" FLn -----------------��--------I ,Es CL OTO 040� OEO 0100110110 Q1201 — -- ��_L_._: 339 `----------- ----J`-------J 1 UNLIT OVERALL PET CABLE RUN TO LESS iwW 400 FT. RAYCAPOCS 2 SUPPORT PET AISG COM!J CABLE IN ACCORDANCE WIN MANUFACTURERS RECOMMENDATIONS RETCABLEIOBESUPPORTEOUSIN0 U � = K F gUROE SUPPRESSOR USEIrr N A WINSTRANDED COPPER ER FRT N 2 GREEN Q Q Q QI Q Q Q Q Q Q Q (� OC6-4640-10-EK _ r 3 TO EXISTING TELT LCO PACK�GREU NDM BAR INSULATED GROIMNOtNG CONDUCTOR UNLESS DTFER°MSE NOTED CONNECT THE PCU t 1 aG -- GMJMA —_-- 4 ROUTE CIRCUITS IN CABLE MAY OR EMT CONOURS TO THE CXISTNJO.24VDC POU OR 46VOC MU PANELS.PROVIDE THE APPROPRIATE 512E OF OVERCURRENT PROTECTKN A D FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITHE THE MANUFACTURERS SPECIFICATIONS AND REGOLUJENDATIMIS DC6.46-60-16-13F —NEW FIBER TRUCX CABLE rnAM a4TK n e 4LYFOA ANINAtd 5 TOWER MOUNT APPLICATIONWILL DICTATE THE LENGTHOFCABLE TO BE USED. IAE331NLY MEAttAM LMpNA 7Nl PFUnw•N DC SURGE SUPPRESSION FIBER WIRE DIAGRAM orauaNscaPnanvw.ILwNIL■ _.__—`-- NO SCALE 6 ALSO CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN IILT DUNES ON THE ANTENNAS 104ILATINSIXICUMLM LEGEND JR. 7 THE CABLES AAE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END SUPPORT EVERY I6'USINO IIE �JL/ FALLS FIRE j{ WRAPS SUITABLE FOR OUTDOOR USE.INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. TWIN FALLS FIRE#3 _ DIN MALE �+ 6 NO TESTING OF THE CABLE LSREOWRED LIE IDL04230 DWFEMALE U BBu 9 SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR AISOBIAS-TPLACEMENT 929 WASHINGTON ST.S. COAXIAL A}r.IPER — — '--- — — ——— — — 10 DURING INSTALLATION,RECORD THE FOLLOWINGIFORIAkTION FOR USE DURING THE COMUOSVONNO PHASE TWIN FALLS,ID 83301 FISERJULWER — — — — --- 11 ANTENNA CONrIGURAnONIS$MOMJ DIAGRAMMATIC ALLYONLYASAREPNESENTATION LTE MONOPOLE ALARUCMLE — — — — 12 IF A JUNCTION BOXWILL NOT BE USED AT T TOP OF THE PET SYSTEM,1713 RECOMMENDED THATAN ADDITIONAL LIGHTNING ANTENNAS,CONNECTORS,b CAEILE PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. SHEET TITLE RETCABLE ------------------- CONFIGURATION FIBER TRUNK CABLE NO SCALE 13 FOR RET CABLES lO METERS OR LESS.THE MSG CABLE GROUNDING KIT IS HOT REQUIRED AT TIE SHELTER END. LTE 14 USE YMS DRAWING FOR PET GROUNDING SPECIFICATIONS,SEE DRAWING.G-I FOR GENERAL REOUIREMENTS CONFIGURATION 15 ALL PET CCNNECTIONS SHALL BE WEATHERPROOFED.PREFERRED METHOD Or WEATHERPROOFING SHALL BE TO HEAT SHRINK ALL PET CONNECTIONS PER NO-f35 PET GUIDE LINES SECTION 3 3 MSG INS ASS)CABLE'ALL CABLE CONNECTORS REOUIRE WEATHERPROOFING' SHEET NUMBER i SCALE ANTENNA, CONNECTORS & CABLE CONFIGURATION N.T.S. 1 PRG6P OJ 140,34*110517 NOTES, ' MONOPOLE DESIGN LOADS: 90 MPH WIND & NO ICE C3 SEC GUST) 1. POLE DESIGNED ACCORDING TO TIA-222—G. 50 MPH WIND & 1/4' ICE (3 SEC GUST) 2. ANTENNA LOADS FROM MANUFACTURING SPEC— IFICATIONS AND ANDREWS BULLETIN 1015F, 3. WELDED C❑NNECTIONS SHALL CONFOR14 TO THE STRUCTURE CLASS II LATEST REVISION OF THE A14ERICAN WELDING EXPOSURE C SOCIETY, A.W.S. D 1.1, TOPOGRAPHIC CATEGORY 1 4. ALL POLE MEMBERS SHALL BE HOT—DIP GALVANIZED AFTER FABRICATION. GALVANIZING SHALL CONFORM TO ASTM A123. 5. ALL BOLTS SHALL BE GALVANIZED ACCORDING TO THE STANDARD SPECIFICATI❑N FOR ZINC COATING OF IRON AND STEEL HARDWARE, ASTM A153. MAXIMUM BASE MOMENT & 6. BOLTS FORCES _ A. BOLTS IN TENSI❑N ASTM A325 MOMENT SHEAR AXIAL B. STEP B❑LTS ASTM A307 45'-0' (FT—KIPS) (KIPS) (KIPS) 7. ORIENT V—NOTCH ON TOP TEMPLATE AND REFERENCE TAB ON BASEPLATE @ 00. 1572 28 28 8. STAMP 'EEI 87540' ON TOP OF BASE PLATE NEAR FLAT #10 WITH 1/2' STEEL STAMPS, 9.ALL ITEMS MUST BE INVENTORIED AT THE TIME OF DELIVERY TO THE JOB SITE/STORAGE 5'-0' ELEV. ITEM RAD. AZ. FACILITY, ANY SHORTAGES REPORTED AFTER OL TV1IS DELIVERY WILL BE THE RESPONSIBILITY SLIP 86, 14' LOW PROFILE PLATFORM OF THE CONTRACTOR/OWNER J❑INT w (12) AM—X—CD-17-65 70' 14' LOW PROFILE PLATFORMANY PROBLEMS THAT OCCUR WITH SCHEDULING, 70' (12) AM—X—CD-17-65 TRANSPORTATION, DELIVERY, FOUNDATION INSTALLATION, ERECTI❑N OR ANY ITEMS MINIMUM 4'-6' 55' 14' LOW PROFILE PLATFORM FURNISHED BY EEI MUST BE REPORTED DESIGN 5'-0 55' (12) At•f—X—CD-17-65 IMMEDIATELY TO ALLOW EEI TIME TO TAKE MAXIMUM 5'-6` 1 90'-0' 40' 14' LOW PROFILE PLATFORM CORRECTIVE MEASURES. EEI WILL MAKE EVERY 40' <12) AM—X—CD-17-65 EFFORT TO REPAIR/REPLACE NECESSARY ITEMS 30' <2) 6' DISHES (6 GHz) YES IN AN EXPEDITED MANNER AND/OR WILL PURSUE CORRECTIVE MEASURES IN THE MOST ECON❑MICAL WAY POSSIBLE AT OUR DISCRETION. 711 HOWEVER, UNDER NO CIRCUMSTANCES WILL EEI PAY FOR OR BE RESPONSIBLE FOR ANY DOWN POLE DATA TIME OR EXPENSES INCURRED DUE TO DOWN P❑LE___65 ___KSI 12 SIDED TIME. ELEV, WALL THICKNESS TAPER TUBE LENGTH TOP DIA. BASE DIA. 45'-90' 3/16' 160/FT 45' 24' 31 1/4' 50'-0' 0'-50' 5/16' .160/FT 50' 30' 38` ANCHOR BOLT DATAs (18x) 1 1/2'0 ASTM F1554 GRADE 105 KSI SITE. TWIN FALLS FIRE #t3, ID X 6'-0' LG ON A 44'0 BOLT CIRCLE �S��NAL F,yG, TEMPLATE O.D. = 048' �Ci %STE � � 90' EHRESMANN MONOPOLE 13ASE PLATE DATA, R EHRESMANN ENGINEERING, INC. g -01 50'0, 1 1/2' THICK, ROUND �"' CONSULTING ENGINEERS DATE, 02/11/13 ASTM A572 50 KSI 4400 WEST 31st. STREET x)(18 3/8' THICK X 8' TALL. GUSSETS �� YANKTON, SD 57078 ASTM A572 50 KSI '9p 9TF pF FOR` �� <605) 665-7532 BY: D❑ —�II—III—I j C605> 665-9780 IV MCw CHECKED J'0'87540 DWG #87540E01-1 S"T E01 °F MATERIAL LIST ITEM QTY GRADE DESCRIPTION A 28 60 #10 BARS 5'-9" Ho' dw 19 -0 -- 20' 6'-9' B 8 40 #4 BARS LAP 5'-0 SPLICE C 18 105 1 1/210 X 6'-0' b' ( 18x) 1 1/2' 0 'ANCHOR BOLTS D 40 60 #8 BARS 6`-9` ON A 044' BOLT CIRCLE. (20) EACH WAY-TOP 19'-6' USE TEMPLATE FURNISHED WITH E 40 60 08 BARS MONOPOLE TO CORRECTLY PLACE (20) EACH WAY-BOTTOM 19'-v- ANCHOR BOLTS AS SHOWN,SEE DWG #87480E03 FOR PROPER QUANTITIES SHOWN ABOVE ARE FOR ONE (1) ANCHOR BOLT & TEMPLATE ASSEMBLY. MAT TYPE FOUNDATION. N❑TESt 19'-0' 05'-6' 1. ) CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 2. ) REBAR SHALL HAVE 3' CONCRETE COVER AND SHALL CONFORM TO THE ASTM GRADES SPECIFIED. D} 3. ) TIE AND SECURE ALL REBAR AND ANCHOR BOLTS BEFORE PLACING CONCRETE. 1 FREE OF ALL DEBRIS, ANDF EXCAVATION S CLEANHALL BE I COMPACTED PER SOILS 6'-9' _L 1 4 Q REPORT WITH STRUCTURAL FILL. T 1 5. ) CHAMFER ALL EXPOSED CONCRETE EDGES V X T-T1-1- 45'. —I—t "I 6. ) ATTENTION SHALL BE GIVEN TO FINAL SITE L.L-i_L L.J DRAINAGE AND COMPACTION OF FILL PLACED AROUND THE FOUNDATION TO MINIMIZE SURFACE WATER INFILTRATION AROUND THE PIER. TOP VIEW 7. ) LATERAL REINFORCEMENT, CONSISTING OF TWO (2) HORIZONTAL TIES SHALL BE DISTRIBUTED WITHIN 5' OF THE TOP OF THE COLUMN PER ACI 7 3/4' PROJECTED LENGTH 316, SEC. 7. 10. 5, 6, (2 3/4' MAXIMUM BETWEEN 8. ) FOUNDATION DESIGN BASED ON S❑ILS REPORT FOUNDATION & BASE PLATE) BY HARPER-LEAVITT ENGINEERING, INC, DATED (� FEBRUARY 4, 2013. PROJECT NO. #2012. 216 v 6' ABOVE GRADE 9❑UNDATI❑CUBIC YARDS CONCRETE REQUIRED THIS (SEE NOTE #7) ® 10. > MONOPOLE BASE REACTIONSI MOMENT = 1572 FT-KIPS SHEAR = 28 KIPS AXIAL = 28 KIPS 4'-0' SITEi TWIN FALLS FIRE #3, ID D A 6'-6' �pNAt 5 FN 90' EHRESMANN MONOPOLE E 2,-0, �� �StF MAT TYPE F❑UNDATI❑N DESIGN Io . EHRESt•1ANN ENGINEERING, INC, 168, CONSULTING ENGINEERS DATE; 02/12/13 11 5/8` C.T.C. 44YANKTON, SD 57078 STREET ,�Q� (605> 665-7532 BY, DO ELEVATION VIEW O /qN McJ�a�`� \� (605) 665-9780 CHECKED 87540 '87540E02 s"T E02 n" �, I so.o n l DESIGNED APPURTENANCE LOADING �> TYPE ELEVATION TYPE ELEVATION 14'LoxProMeFlatform 86 (4)MI-X-CD-17.65 55 (4)kM-X-M17-65 66 (4)k',1-X•CD-17-65 55 (4)A+,4X-CO-17-65 66 (4)kr.1-X—M17.65 55 (4)Aft-X-CD-17.65 86 14'Lon Prof'e Platform 40 f 14'LovProVePlatrorm 70 (4)AI.1-X•CD-17-65 40 {4)Af,l X CD 11'65 70 (4)A I-X"CD"17-65 40 {4)AF.!X CD-17 85 70 (4)AM-X-CD-17-65 40 (4)A%X-CD-17-65 70 (2)6 PT DISH 30 14'lax Prof to Platform 55 I MATERIAL STRENGTH j $ N 0 8 $ GRADE 6sks1 F 8o>st Fu I GRADE I Fy Fu I v fry V N ti TOWER DESIGN NOTES 1. Toner Is located to Turin Falls County,Idaho. 2. Tower designed for Exposure C to the TIA-222-G Standard, it 1 3. Toyer designed for a 90 mph basic wind In accordance with the TIA-222-G Standard. '! 4. Tower Is also designed for a 40 mph basic%vind with 0.25 in Ice.Ice Is considered to Increase In thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. Weld together tower sections have slip joint connections. 9. Connections use galvanized A325 bolts,nuts and locking devices.Installation per TIA/EIA-222 and AISC Specifications. )i 10. Tourer members are"hot dipped"galvanized in accordance with ASTM A123 and ASTM A153 Standards. 11. Welds are fabricated with ER-70S-6 electrodes. 12. TOWER RATING:85.1% tO 45,0fl rr I-ITT { 't Fi a u, N in V rN tY N O NO 03 In O a co f I ALL REACTIONS ARE FACTORED AXIAL 26 K I SHEAR MOMENT 4 K 255 klp-R E � 40 mph WIND-t7,25t?0lr1ICE M\ONAL t„S� AXIAL 28K SHEAR MOMENT Q r {{ 28 K_L_ 1572 kip-ft , V r � REACTIONS-90 mph WIND f+ m '90�9TF OF Xv E Z. Eltresmattit Etighieerhig Itte. lob-* TWIN FALLS FIRE#I3, ID IDL04230 4400 W 31 St 90FTMONOPOLE Yankton, SD 57078 C+_ant GENERAL DYNAMICS D wAnby:JSR Aped: Phone:(605)665-7532 Code: TIA-222-G Date:02/11/13 scale: NTS FAX: 605 665-9780 Pslh' u�R.uo'slis,a+a:res-1, s4 TvVm Ri s Rra 91 M D.%D NO-E-1