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Plans (67) SPECIA INSPECTION REQUIRED btate ot ("• - O. .• imed Indust r o Bolts installed poygrava a n d Po les DEC 8 2015 o Special Moment-Resisting Concrete Ftkitictura Design Report CITY OF TIGARD o Reinforcing Steel Si Prestressing Steel Tendonsl 00' Monopole BUILDING o Structural VA-0,11ng Site: PO 3 Metzger, OR 0 High-Strarighl Bolting Site N Jmber: Alt 2 Structural Masonry 0 Reinforced Gypsum Concrete Prepared for: VERIZON WIRELESS 0 Insulating Concrete Fill I M by: Sabre 1 owers & Poles 0 Spray Applied Fire-Resistive Materials o Pilings,Drilled Piers and Caissons Job Number: 133549 o Shotcrete o Special Grading, Excavation and Filling Noverr ber 25, 2015 0 Smoke-Control Systems O Other inspections Monopole Profile Foundation Design Summary 2 Pole Calculations 3-10 Foundation Calculations 11-19 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: f OTC: 1] Permit#: `1:4)172‘"J13--- 3114., Address: etc) PROp Suite '11 GIN Ek. jd. 04 114119i 2.13 1 — By: Aim Date: ( ( 6 78188P I .4 ‘11111W irft GON I Zi 1 OFFICE COPY HEYO‘C EXPIRES:06/30117 01 11_ Designed Appurtenance Loading Elsie Description Tx-Line c MALINIii� 100 (18)RRUS A2 Modules '?1' ` 1 1/1111Ill 100 (9)TMAs = 9s 18 z 12 100 (18)RRUS 11s (3)DC/Fiber Trunks @ 60°.180`.300° 100 (12)8'z 2'x Sin Panels (12)1 5/8" 93'18"z 12" 5 60" 98 L.P.Platform(Monopole Only)-12'w/Handrail 95 (1)Dish Mount(Monopole Only)-Pipe Mount(up to 6'Dish) 95 (1)6'H.P.Dish (1)EW63 e I11 11 1 85 L.P.Platform)Monopole Only)-12'wl Handrail �1E��11E= 85 (24)RRHs 11'-.. : (3)DC/Fiber Trunks x''. 83'1 8"o 12" 85 (4)RxxDC-3315-PF-48s iiliit 5 60'.180'.300' 85 (12)8'x 2'x Sin Panels (12)1 5/8" 1 II b. 80 (1)Dish Mount(Monopole Only)-Pipe Mount(up to 6'Dish) 78'18'x 12' 80 (1)6'H.P.Dish (1)EW63 5 60° in Load Case Reactions N il Description Axial(kips) Shear(kips) Moment(ft-() Deflection(ft) Sway(deg) 3s Gusted Wind 30.57 41.25 3289.64 4.85 5.53 3s Gusted Wind 0.9 Dead 22.93 41.25 3271.51 4,81 5.49 3s Gusted Wind8lce 48.93 54.22 4417.92 6.52 7.49 Service Loads 25.49 5.77 458.75 0.68 0.77 Base Plate Dimensions Shape Diameter Thickness Bolt Circle Bolt Oty Bolt Diameter Round 65" 2' 59.25' 16 2.25" Anchor Bolt Dimensions Length Diameter Hole Diameter Weight Type Finish '-' -`- 84" 2.25" 2.625" 1937.6 A615-75 Galy-t8" b j t.2 zA '" ,^,- rr" g I Notes - 1) Antenna Feed Lines Run Inside Pole 1 2) All dimensions are above ground level,unless otherwise specified. 3) Weights shown are estimates. Final weights may vary. 4) The Monopole was designed for a basic wind speed of 120 mph with 0"of radial ice,and 120 mph with 1"of radial ice,in accordance with ANSI1TIA- 222-G,Structure Class II,Exposure Category C,Topographic Category 1. 5) Full Height Step Bolts G 8.1 10.5'z 25.5"0 270° ` O 4'1 t0.5°025.5'5180`,360` I ' i x - re G.L. w c a- y m = " 1 8 E a i' 5 05 y`o 8 rn a o r, m E m Ji 3 z ..' g g F 3 3 O' Sabre Communications Corporation job' 133549 7101 Southbridge Drive Sabre Industries" P.O.Box 658 Customer: VERIZON WIRELESS Towers and Poles Sioux City.IA 51102-0658 Site Name: Prom.(71212588690 POR Metzger,OR Alt 2 I-m..712.279-0814 Information cottoned new Is the sole property of sabre Caamncabms capaaian,constitutes a trade Description: 100'Monopole secret as defined by Iowa Code CO.550 and shell rwl be reproduced,coped or used in 0,600 or pal fa any (00050.atsoe,e mma4 the pia w,alen consent of Sade Caananca0ae Cavoraecn. Date: 11/25/2015 BY: BD Page 1 No.: 133549 Sabre Industries" Date: 11/25/15 Towers and Poles By: TTW Customer: VERIZON WIRELESS Site: POR Metzger, OR Alt 2 100' Monopole at 120 mph Wind with no ice and 120 mph Wind with 1 in. Ice per ANSI/TIA-222-G. Antenna Loading per Page 1 7'-0" `D Grade Dia. Notes: 1). Concrete shall have a minimum r28-day compressive strength of r III -_ A 4000 PSI, in accordance with Two (2)#5 ties ACI 318-05. within top 5"of concrete I 2). Rebars to conform to ASTM specification L A615 Grade 60. I 3).All rebar to have a minimum of 3"concrete cover. 4).AU exposed concrete corners to be - chamfered 3/4". 5).The foundation design is based on the geotechnical report by Adapt Engineering, Project No.OR15-20267-GEO,dated October 29,2015. I_ 6). See the geotechnical report for drilled pier installation requirements, if specified. 7).The foundation is based on the v v following factored loads: Moment(kip-ft) =3289.64 ELEVATION VIEW Axial(kips) =41.25 (37.77 Cu.Yds.each) Shear(kips) =54.22 (1 REQUIRED; NOT TO SCALE) Rebar Schedule per Pier Pier (36) #8 vertical rebar w/#5 ties,two within top 5"of pier then 8"C/C Information contained herein is the sole property of Sabre Towers&Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers&Poles. 7101 Southbridge Drive-P.O.Box 658-Sioux City,IA 51102-0658-Phone 712.258.6690-Fax 712.279.0814 Page 2 133549 (USA) - Monopole Spatial Analysis (c)2015 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 25 nov 2015 at: 15:50:32 100' Monopole / POR Metzger, OR * All pole diameters shown on the following pages are across corners. See profile drawing for widths across flats. POLE GEOMETRY ELEV SECTION No.of OUTSIDE THICK RESISTANCES SPLICE ...OVERLAP... NAME SIDES DIAM -NESS •*Pn •*Mn TYPE LENGTH RATIO ft in in kip ft-kip ft 99.0 16.25 0.375 1381.7 437.3 A 18 33.77 0.375 2907.5 1959.6 53.2 33.77 0.375 2907.5 1959.6 A/B 18 SLIP 5.00 1.74 34.95 0.375 3010.1 2101.1 48.2 34.95 0.375 3010.1 2101.1 B 18 53.42 0.375 4162.0 4474.9 0.0 POLE ASSEMBLY SECTION BASE BOLTS AT BASE OF SECTION CALC NAME ELEV NUMBER TYPE DIAM STRENGTH THREADS IN BASE SHEAR PLANE ELEV ft in ksi ft A 48.250 0 A325 0.00 92.0 0 48.250 B 0.000 0 A325 0.00 92.0 0 0.000 POLE SECTIONS SECTION No.of LENGTH OUTSIDE.DIAMETER THICK- MAT- FLANGE.ID FLANGE.WELD NAME SIDES SOT TOP NESS ERIAL BOT TOP ..GROUP.ID.. * * ID BOT TOP ft in in in A 18 50.75 35.70 16.25 0.375 1 0 0 0 0 B 18 53.25 53.42 33.02 0.375 2 0 0 0 0 * - Diameter of circumscribed circle MATERIAL TYPES TYPE OF TYPE NO OF ORIENT HEIGHT WIDTH .THICKNESS. IRREGULARITY SHAPE NO ELEM. WEB FLANGE .PROJECTION. % OF ORIENT AREA & deg in in in in deg PL 1 1 0.0 35.70 0.38 0.375 0.375 0.00 0.0 PL 2 1 0.0 53.42 0.38 0.375 0.375 0.00 0.0 & - with respect to vertical MATERIAL PROPERTIES MATERIAL ELASTIC UNIT .. STRENGTH THERMAL TYPE NO. MODULUS WEIGHT Fu Fy COEFFICIENT ksi pcf ksi ksi /deg 1 29000.0 490.0 80.0 65.0 0.00001170 2 29000.0 490.0 80.0 65.0 0.00001170 * Only 3 condition(s) shown in full * Some concentrated wind loads may have been derived from full-scale wind tunnel testing -------------------------------------------------------- LOADING CONDITION A -------------------- Page 3 133549 120 mph wind with no ice. Wind Azimuth: 0s LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES MOMENTS TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 99.000 0.00 0.0 0.0 13.0937 3.0773 0.0000 0.0000 C 97.000 0.00 0.0 0.0 0.0000 1.4876 0.0000 0.0000 C 97.000 0.00 0.0 0.0 1.3974 2.0208 0.0000 0.0000 C 94.000 0.00 0.0 0.0 0.0000 0.0575 0.0000 0.0000 C 84.000 0.00 0.0 0.0 0.0000 1.2882 0.0000 0.0000 C 84.000 0.00 0.0 0.0 9.5000 4.7909 0.0000 0.0000 C 79.000 0.00 0.0 0.0 0.0000 0.0483 0.0000 0.0000 D 99.000 0.00 180.0 0.0 0.0797 0.0904 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.0797 0.0904 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.1001 0.1180 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1001 0.1180 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1179 0.1456 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1179 0.1456 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1278 0.3251 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1278 0.3251 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1319 0.1767 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1319 0.1767 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1384 0.1986 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1384 0.1986 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1386 0.2206 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1386 0.2206 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1451 0.2425 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.1451 0.2425 0.0000 0.0000 ANTENNA LOADING ANTENNA ATTACHMENT ANTENNA FORCES TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 79.0 0.0 1.7 0.0 2.65 0.00 0.34 0.00 HP 94.0 0.0 1.5 0.0 2.75 0.00 0.34 0.00 LOADING CONDITION M ------------------------- 120 -------------------120 mph wind with no ice. wind Azimuth: 0. LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES MOMENTS TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 99.000 0.00 0.0 0.0 13.0937 2.3080 0.0000 0.0000 C 97.000 0.00 0.0 0.0 0.0000 1.1157 0.0000 0.0000 C 97.000 0.00 0.0 0.0 1.3974 1.5156 0.0000 0.0000 C 94.000 0.00 0.0 0.0 0.0000 0.0431 0.0000 0.0000 C 84.000 0.00 0.0 0.0 0.0000 0.9662 0.0000 0.0000 C 84.000 0.00 0.0 0.0 9.5000 3.5932 0.0000 0.0000 C 79.000 0.00 0.0 0.0 0.0000 0.0363 0.0000 0.0000 D 99.000 0.00 180.0 0.0 0.0797 0.0678 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.0797 0.0678 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.1001 0.0885 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1001 0.0885 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1179 0.1092 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1179 0.1092 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1278 0.2438 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1278 0.2438 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1319 0.1325 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1319 0.1325 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1384 0.1490 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1384 0.1490 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1386 0.1654 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1386 0.1654 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1451 0.1819 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.1451 0.1819 0.0000 0.0000 ANTENNA LOADING ANTENNA ATTACHMENT ANTENNA FORCES TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 79.0 0.0 1.7 0.0 2.65 0.00 0.25 0.00 HP 94.0 0.0 1.5 0.0 2.75 0.00 0.25 0.00 Page 4 133549 LOADING CONDITION Y 120 mph wind with 1 ice. wind Azimuth: 0* LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES MOMENTS TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip ` C 99.000 0.00 0.0 0.0 15.9636 7.3273 0.0000 0.0000 c 97.000 0.00 0.0 0.0 0.0000 1.4876 0.0000 0.0000 C 97.000 0.00 0.0 0.0 4.5213 2.6867 0.0000 0.0000 C 94.000 0.00 0.0 0.0 0.0000 0.0575 0.0000 0.0000 C 84.000 0.00 0.0 0.0 0.0000 1.2882 0.0000 0.0000 C 84.000 0.00 0.0 0.0 14.6021 7.4011 0.0000 0.0000 C 79.000 0.00 0.0 0.0 0.0000 0.0483 0.0000 0.0000 D 99.000 0.00 180.0 0.0 0.1132 0.1483 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.1132 0.1483 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.1356 0.1903 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1356 0.1903 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.1548 0.2314 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1548 0.2314 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1652 0.4192 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1652 0.4192 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.1690 0.2754 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1690 0.2754 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.1749 0.3052 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1749 0.3052 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.1730 0.3325 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1730 0.3325 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.1786 0.3531 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.1786 0.3531 0.0000 0.0000 ANTENNA LOADING ANTENNA ATTACHMENT ANTENNA FORCES TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 79.0 0.0 1.7 0.0 1.87 0.00 1.30 0.00 HP 94.0 0.0 1.5 0.0 1.94 0.00 1.32 0.00 (USA) - Monopole Spatial Analysis (c)2015 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 25 nov 2015 at: 15:50:32 ------------------------------------------------------- 100' Monopole / POR Metzger, OR MAXIMUM POLE DEFORMATIONS CALCULATED(w.r.t. wind direction) MAST DEFLECTIONS (ft) ROTATIONS (deg) ELEV HORIZONTAL DOWN TILT TWIST ft ALONG ACROSS ALONG ACROSS 99.0 6.52Y -0.35K 0.60Y 7.49Y -0.37K -0.053 83.7 4.63Y -0.25K 0.36Y 6.83Y -0.36K -0.043 68.5 2.99Y -0.16K 0.18Y 5.50Y -0.30K -0.023 53.2 1.73Y -0.10K 0.08Y 4.06Y -0.22K -0.013 48.2 1.40Y -0.08K 0.06Y 3.61Y -0.20K -0.013 36.2 0.76Y -0.04K 0.02Y 2.54Y -0.14K -0.013 24.1 0.32Y -0.02K O.O1Y 1.59Y -0.09K 0.003 12.1 0.08Y 0.00K 0.00Y 0.75Y -0.04K 0.003 0.0 0.00A O.00A O.00A O.00A O.00A O.00A MAXIMUM ANTENNA ROTATIONS Page 5 133549 ELEV ANT ANT . BEAM DEFLECTIONS (deg) AZI TYPE ROLL YAW PITCH TOTAL ft deg 94.0 0.0 HP -7.031 h 0.405 a 7.270 Y 7.270 Y 79.0 0.0 HP -6.192 h 0.315 a 6.416 Y 6.416 Y MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ' ft kip kip kip ft-kip ft-kip ft-kip 99.0 7.33 i 15.96 g 0.00 E 0.00 d 0.00 U 0.00 g 23.81 i 38.74 Y 1.39 C -357.59 Y -14.38 C 3.33 D 83.7 23.81 h 38.74 Y 1.39 C -357.59 Y 14.37 K 3.33 D 28.05 h 42.66 Y 2.72 C -1016.89 Y -50.22 C 6.77 D 68.5 28.05 Y 42.66 Y 2.72 C -1016.89 Y -50.22 C 6.77 D 31.57 Y 45.02 Y 2.72 C -1718.43 Y -92.83 C 6.74 D 53.2 31.57 Y 45.00 Y -2.73 K -1718.41 Y -92.83 C 6.74 0 33.66 Y 45.82 Y -2.73 K -1955.36 Y 106.77 K 6.74 D 48.2 33.66 Y 45.83 Y -2.74 K -1955.36 Y 106.75 K 6.74 D 36.98 Y 47.86 Y -2.74 K -2541.54 Y 140.53 K -6.74 3 36.2 36.98 Y 47.87 Y -2.73 K -2541.54 Y 140.53 K -6.74 3 40.66 Y 49.98 Y -2.73 K -3147.69 Y 174.05 K -6.74 24.1 40.66 Y 49.98 Y -2.74 K -3147.69 Y 174.05 K -6.74 3 44.67 Y 52.06 Y -2.74 K -3773.29 Y 207.41 K -6.75 3 12.1 44.67 Y 52.07 Y -2.74 K -3773.29 Y 207.42 K -6.75 48.93 Y 54.22 Y -2.74 K -4417.92 Y 240.55 K -6.75 3 base reaction 48.93 Y -54.22 Y 2.74 K 4417.92 Y -240.55 K 6.75 3 COMPLIANCE WITH 4.8.2 & 4.5.4 ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX ft TORSIONAL ALLOWED 99.00 0.Oli 0.00d 0.02g O.Old YES 5.76A 45.2 0.Oli 0.43Y 0.04Y 0.45Y YES 8.47A 45.2 83.75 0.Olh 0.43Y 0.04Y 0.45V YES 8.47A 45.2 0.Olh 0.76Y 0.04Y 0.78Y •YES 11.17A 45.2 68.50 0.O1Y 0.76Y 0.04Y 0.78Y YES 11.17A 45.2 O.O1Y 0.88Y 0.03Y 0.89Y YES 13.88A 45.2 53.25 0.O1Y 0.88Y 0.03Y 0.89Y YES 13.88A 45.2 0.O1Y 0.89Y 0.03Y 0.90Y YES 14.77A 45.2 ' 48.25 0.O1Y 0.93Y 0.03Y 0.94Y YES 14.41A 45.2 0.O1Y 0.95Y 0.03Y 0.96Y YES 16.55A 45.2 36.19 0.O1Y 0.95Y 0.03Y 0.96Y YES 16.55A 45.2 0.O1Y 0.97Y 0.03Y 0.98Y YES 18.69A 45.2 24.12 0.O1Y 0.97Y 0.03Y 0.98Y YES 18.69A 45.2 0.O1Y 0.98Y 0.03Y 0.99Y YES 20.84A 45.2 12.06 0.O1Y 0.98Y 0.03Y 0.99Y YES 20.84A 45.2 0.O1Y 0.99Y 0.03Y 1.00Y YES 22.98A 45.2 0.00 Page 6 133549 MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 48.93 54.22 -2.74 -4417.92 240.55 -6.75 Y Y K Y K 3 (USA) - Monopole Spatial Analysis (c)2015 Gu mast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 25 nov 2015 at: 15:50:39 100' Monopole / POR Metzger, OR ******************************************************************************* ************************** Service Load Condition *************************** ******************************************************************************* * Only 1 condition(s) shown in full * Some concentrated wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A --- 60 mph wind with no ice. wind Azimuth: 0. LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD FORCES MOMENTS TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 99.000 0.00 0.0 0.0 1.8305 2.5644 0.0000 0.0000 c 97.000 0.00 0.0 0.0 0.0000 1.2397 0.0000 0.0000 C 97.000 0.00 0.0 0.0 0.1954 1.6840 0.0000 0.0000 c 94.000 0.00 0.0 0.0 0.0000 0.0479 0.0000 0.0000 C 84.000 0.00 0.0 0.0 0.0000 1.0735 0.0000 0.0000 C 84.000 0.00 0.0 0.0 1.3281 3.9924 0.0000 0.0000 C 79.000 0.00 0.0 0.0 0.0000 0.0403 0.0000 0.0000 D 99.000 0.00 180.0 0.0 0.0111 0.0754 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.0111 0.0754 0.0000 0.0000 D 83.750 0.00 180.0 0.0 0.0140 0.0983 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.0140 0.0983 0.0000 0.0000 D 68.500 0.00 180.0 0.0 0.0165 0.1213 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0165 0.1213 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0179 0.2709 0.0000 0.0000 o 48.250 0.00 180.0 0.0 0.0179 0.2709 0.0000 0.0000 D 48.250 0.00 180.0 0.0 0.0184 0.1473 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.0184 0.1473 0.0000 0.0000 D 36.187 0.00 180.0 0.0 0.0193 0.1655 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.0193 0.1655 0.0000 0.0000 D 24.125 0.00 180.0 0.0 0.0194 0.1838 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.0194 0.1838 0.0000 0.0000 D 12.062 0.00 180.0 0.0 0.0203 0.2021 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0203 0.2021 0.0000 0.0000 ANTENNA LOADING ANTENNA ATTACHMENT ANTENNA FORCES TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 79.0 0.0 1.7 0.0 0.37 0.00 0.28 0.00 HP 94.0 0.0 1.5 0.0 0.38 0.00 0.28 0.00 -------------------------------------------------- MAXIMUM POLE DEFORMATIONS CALCULATED(w.r.t. wind direction) MAST DEFLECTIONS (ft) ROTATIONS (deg) ELEV HORIZONTAL DOWN TILT TWIST ft ALONG ACROSS ALONG ACROSS 99.0 0.68A -0.05K 0.O1A 0.77A -0.05K -0.013 Page 7 133549 83.7 0.48A -0.03K 0.O1A 0.70A -0.05K -0.013 68.5 0.31A -0.02K 0.00A 0.57A -0.04K 0.003 53.2 0.18A -0.01K 0.00A 0.42A -0.03K 0.003 48.2 0.14A -0.01K 0.00A 0.37A -0.03K 0.003 36.2 0.08A -0.01K O.00A 0.26A -0.02K 0.003 24.1 0.03A 0.00K 0.00A 0.16A -0.01K 0.003 12.1 0.O1A 0.00K 0.00A 0.08A -0.01K 0.003 0.0 0.00A 0.00A 0.00A 0.00A 0.00A 0.00A MAXIMUM ANTENNA ROTATIONS ELEV ANT ANT . BEAM DEFLECTIONS (deg) AZI TYPE ROLL YAW PITCH TOTAL ft deg 94.0 0.0 HP 0.701 D 0.006 3 0.748 A 0.748 A 79.0 0.0 HP 0.616 D 0.005 K 0.660 A 0.660 A MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 99.0 2.56 L 1.83 L 0.00 C 0.00 H 0.00 B 0.00 B 12.03 L 3.91 A 0.19 C -36.87 G -1.71 C 0.46 D 83.7 12.03 B 3.91 A 0.19 C -36.87 G -1.71 C 0.46 D 13.85 B 4.49 A 0.38 C -103.70 A -6.36 C -0.94 3 68.5 13.85 B 4.49 A 0.38 C -103.70 A -6.36 C -0.94 3 15.70 B 4.74 A 0.38 C -176.06 A -12.29 C -0.95 3 53.2 15.70 H 4.74 A 0.38 C -176.06 A -12.30 C -0.95 ] 17.06 H 4.83 A 0.38 C -200.58 A -14.23 C -0.95 3 48.2 17.06 G 4.83 A -0.38 K -200.57 A -14.23 C -0.95 3 18.83 G 5.06 A -0.38 K -261.42 A 18.90 K -0.95 3 36.2 18.83 G 5.06 A -0.38 K -261.42 A 18.90 K -0.95 3 20.83 G 5.29 A -0.38 K -324.69 A 23.56 K -0.95 3 24.1 20.83 G 5.29 A -0.38 K -324.69 A 23.56 K -0.95 ] 23.05 G 5.52 A -0.38 K -390.46 A 28.18 K -0.95 3 12.1 23.05 G 5.52 A -0.38 K -390.46 A 28.18 K -0.95 3 25.49 G 5.77 A -0.38 K -458.75 A 32.79 K -0.95 3 base reaction 25.49 G -5.77 A 0.38 K 458.75 A -32.79 K 0.95 ] COMPLIANCE WITH 4.8.2 & 4.5.4 ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX TORSIONAL ALLOWED ft 99.00 O.00L 0.00B 0.00L 0.00B YES 5.76A 45.2 0.01L 0.04G 0.00A 0.05G YES 8.47A 45.2 83.75 0.018 0.04G 0.00A 0.05G YES 8.47A 45.2 O.O1B O.08A 0.00A 0.O8A YES 11.17A 45.2 68.50 0.018 O.08A 0.00A 0.08A YES 11.17A 45.2 0.018 0.09A 0.00A 0.10A YES 13.88A 45.2 53.25 Page 8 133549 0.O1H 0.09A 0.00A O.10A YEs 13.88A 45.2 O.O1H 0.09A O.00A O.10A YES 14.77A 45.2 48.25 O.O1G O.10A 0.00A O.10A YES 14.41A 45.2 0.O1G 0.10A O.00A 0.104 YES 16.55A 45.2 36.19 O.O1G 0.10A 0.00A O.10A YES 16.55A 45.2 0.O1G O.10A 0.00A 0.11A YES 18.69A 45.2 24.12 0.O1G 0.10A 0.00A O.11A YES 18.69A 45.2 0.O1G 0.10A 0.00A 0.11A YES 20.84A 45.2 12.06 0.O1G 0.10A 0.00A 0.11A YES 20.84A 45.2 O.O1G 0.10A 0.00A O.11A YES 22.98A 45.2 0.00 MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 25.49 5.77 -0.38 -458.75 32.79 -0.95 G A K A K 3 Page 9 Sabre Industries" SO#: 133549 Towers and Poles Site Name: POR Metzger,OR Date: 11/25/2015 Round Base Plate and Anchor Rods, per ANSI/TIA 222-G Pole Data Diameter: 52.610 in(flat to flat) Thickness: 0.375 in Yield(Fy): 65 ksi #of Sides: 18 "o"IF Round Strength (Fu): 80 ksi Reactions Moment, Mu: 4417.92 ft-kips Axial, Pu: 48.93 kips Shear, Vu: 54.22 kips Anchor Rod Data Quantity: 16 Diameter: 2.25 in Anchor Rod Results Rod Material: A615 Strength (Fu): 100 ksi Maximum Rod(Pu+Vu/r)): 233.5 Kips Yield(Fy): 75 ksi Allowable(I)*Rnt: 260.0 Kips (per 4.9.9) BC Diam. (in): 59.25 BC Override: Anchor Rod Interaction Ratio: 89.8% Pass Plate Data Base Plate Results Diameter(in): 65 Dia.Override: Thickness: 2 in Base Plate(Mu/Z): 44.9 ksi Yield(Fy): 50 ksi Allowable(D*Fy: 45.0 ksi (per AISC) Eff Width/Rod: 10.44 in Base Plate Interaction Ratio: 99.8% Pass Drain Hole: 2.625 in.diameter Drain Location: 24.25 in.center of pole to center of drain hole Center Hole: 40.5 in.diameter Page 10 133549.1po LPile Plus for windows, Version 2013-07.005 Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading using the p-y Method ® 1985-2013 by Ensoft, Inc. All Rights Reserved This copy of LPile is used by: Ben Daleske Sabre Towers and Poles Serial Number of Security Device: 227886555 This copy of LPile is licensed for exclusive use by: Sabre Industries, Sioux City, IA Use of this program by any entity other than Sabre Industries, Sioux City, IA is forbidden by the software license agreement. Files Used for Analysis Path to file locations: C:\Progra-2\Ensoft\Lpile2013\ Name of input data file: 133549.1p7d Name of output report file: 133549.1p7o Name of plot output file: 133549.1p7p Name of runtime messeage file: 133549.1p7r Date and Time of Analysis Date: November 25, 2015 Time: 15:41:12 Problem Title 100' Monopole VERIZON WIRELESS POR Metzger, OR (133549) 11-25-15 TTW Job Number: Client: Engineer: Description: Program options and Settings Engineering units of Input Data and Computations: - Engineering units are US Customary units (pounds, feet, inches) Analysis Control Options: - Maximum number of iterations allowed = 300 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 100.0000 in - Number of pile increments = 100 Loading Type and Number of Cycles of Loading: - Static loading specified Computational Options: - Use unfactored loads in computations (conventional analysis) - Compute pile response under loading and nonlinear bending properties of pile (only if nonlinear pile properties are input) - Use of p-y modification factors for p-y curves not selected - Loading by lateral soil movements acting on pile not selected - Input of shear resistance at the pile tip not selected - Computation of pile-head foundation stiffness matrix not selected - Push-over analysis of pile not selected - Buckling analysis of pile not selected Output Options: - No p-y curves to be computed and reported for user-specified depths - Values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (nodal spacing of output points) = 3 Page 11 133549.1po Pile Structural Properties and Geometry Total number of pile sections = 1 Total length of pile = 26.50 ft Depth of ground surface below top of pile = 0.50 ft Pile diameter values used for p-y curve computations are defined using 2 points. p-y curves are computed using pile diameter values interpolated with depth over the length of the pile. Point Depth Pile X Diameter ft in 1 0.00000 84.0000000 2 26.500000 84.0000000 Input Structural Properties: Pile Section No. 1: Section Type = Drilled Shaft (Bored Pile) Section Length = 26.50000 ft Section Diameter = 84.00000 in Ground Slope and Pile Batter Angles Ground Slope Angle = 0.000 degrees = 0.000 radians Pile Batter Angle = 0.000 degrees = 0.000 radians Soil and Rock Layering information The soil profile is modelled using 6 layers Layer 1 is soft clay, p-y criteria by Matlock, 1970 Distance from top of pile to top of layer = 0.50000 ft Distance from top of pile to bottom of layer = 2.50000 ft Effective unit weight at top of layer = 110.07360 pcf Effective unit weight at bottom of layer = 110.07360 pcf Undrained cohesion at top of layer = 14.40000 psf Undrained cohesion at bottom of layer = 14.40000 psf Epsilon-50 at top of layer = 0.10000 Epsilon-50 at bottom of layer = 0.10000 Layer 2 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 2.50000 ft Distance from top of pile to bottom of layer = 7.50000 ft Effective unit weight at top of layer = 110.07360 pcf Effective unit weight at bottom of layer = 110.07360 pcf Friction angle at top of layer = 30.00000 deg. Friction angle at bottom of layer = 30.00000 deg. Subgrade k at top of layer = 9.60000 pci Subgrade k at bottom of layer = 9.60000 pci Layer 3 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 7.50000 ft Distance from top of pile to bottom of layer = 15.50000 ft Effective unit weight at top of layer = 47.52000 pcf Effective unit weight at bottom of layer = 47.52000 pcf Friction angle at top of layer = 30.00000 deg. Friction angle at bottom of layer = 30.00000 deg. Subgrade k at top of layer = 16.00000 pci Subgrade k at bottom of layer = 16.00000 pci Layer 4 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 15.50000 ft Distance from top.of pile to bottom of layer = 25.50000 ft Effective unit weight at top of layer = 47.52000 pcf Effective unit weight at bottom of layer = 47.52000 pcf Friction angle at top of layer = 30.00000 deg. Friction angle at bottom of layer = 30.00000 deg. Subgrade k at top of layer = 57.00000 pci Subgrade k at bottom of layer = 57.00000 pci Page 12 133549.1po Layer 5 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 25.50000 ft Distance from top of pile to bottom of layer = 35.50000 ft Effective unit weight at top of layer = 47.52000 pcf Effective unit weight at bottom of layer = 47.52000 pcf Friction angle at top of layer = 30.00000 deg. Friction angle at bottom of layer = 30.00000 des. Subgrade k at top of layer = 128.60000 pci Subgrade k at bottom of layer = 128.60000 pci Layer 6 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 35.50000 ft Distance from top of pile to bottom of layer = 56.50000 ft Effective unit weight at top of layer = 47.52000 pcf Effective unit weight at bottom of layer = 47.52000 pcf Friction angle at top of layer = 30.00000 deg. Friction angle at bottom of layer = 30.00000 des. Subgrade k at top of layer = 130.00000 pci Subgrade k at bottom of layer = 130.00000 pci (Depth of lowest soil layer extends 30.00 ft below pile tip) Summary of Soil Properties Layer Layer Effective undrained Angle of Strain Layer Soil Type Depth Unit Wt. Cohesion Friction Factor kpy Num. (p-y Curve Criteria) ft pcf psf deg. Epsilon 50 pci 1 soft Clay 0.500 110.074 14.400 -- 0.10000 -- 2.500 110.074 14.400 -- 0.10000 -- 2 Sand (Reese, et al.) 2.500 110.074 -- 30.000 -- 9.600 7.500 110.074 -- 30.000 -- 9.600 3 Sand (Reese, et al.) 7.500 47.520 -- 30.000 -- 16.000 15.500 47.520 -- 30.000 -- 16.000 4 Sand (Reese, et al.) 15.500 47.520 -- 30.000 -- 57.000 25.500 47.520 -- 30.000 -- 57.000 5 Sand (Reese, et al.) 25.500 47.520 -- 30.000 -- 128.600 35.500 47.520 -- 30.000 -- 128.600 6 Sand (Reese, et al.) 35.500 47.520 -- 30.000 -- 130.000 56.500 47.520 -- 30.000 -- 130.000 Loading Type Static loading criteria were used when computing p-y curves for all analyses. Pile-head Loading and Pile-head Fixity Conditions Number of loads specified = 1 Load Load Condition Condition Axial Thrust Compute No. Type 1 2 Force, lbs Top y vs. Pile Length 1 1 v = 72293. lbs M = 52634240. in-lbs 55000. No V = perpendicular shear force applied to pile head applied= bending moment to pile head y = lateral deflection relative to pile axis S = pile slope relative to original pile batter angle R = rotational stiffness applie to pile head Axial thrust is assumed to be acting axially for all pile batter angles. Computations of Nominal Moment Capacity and Nonlinear Bending Stiffness Page 13 133549.1po Axial thrust force values were determined from pile-head loading conditions Number of Pile Sections Analyzed = 1 Pile Section No. 1: . Dimensions and Properties of Drilled Shaft (Bored Pile): Length of Section = 26.50000 ft Shaft Diameter = 84.00000 in Concrete Cover Thickness = 3.62354 in Number of Reinforcing Bars = 36 bars yield Stress of Reinforcing Bars = 60000. psi Modulus of Elasticity of Reinforcing Bars = 29000000. psi Gross Area of Shaft = 5541.76944 sq. in. Total Area of Reinforcing Steel = 28.44000 sq. in. Area Ratio of Steel Reinforcement = 0.51 percent Edge-to-Edge Bar Spacing = 5.60230 in Maximum Concrete Aggregate Size = 0.75000 in Ratio of Bar Spacing to Aggregate Size = 7.47 offset of Center of Rebar cage from Center of Pile = 0.0000 in Axial Structural Capacities: Nom. Axial Structural capacity = 0.85 Fc Ac + Fy As = 20451.721 kips Tensile Load for Cracking of concrete = -2388.199 kips Nominal Axial Tensile Capacity = -1706.400 kips Reinforcing Bar Dimensions and Positions Used in Computations: Bar Bar Diam. Bar Area X V Number inches sq. in. inches inches 1 1.00000 0.79000 37.87646 0.00000 2 1.00000 0.79000 37.30103 6.57718 3 1.00000 0.79000 35.59223 12.95451 4 1.00000 0.79000 32.80198 18.93823 5 1.00000 0.79000 29.01505 24.34652 6 1.00000 0.79000 24.34652 29.01505 7 1.00000 0.79000 18.93823 32.80198 8 1.00000 0.79000 12.95451 35.59223 9 1.00000 0.79000 6.57718 37.30103 10 1.00000 0.79000 0.00000 37.87646 11 1.00000 0.79000 -6.57718 37.30103 12 1.00000 0.79000 -12.95451 35.59223 13 1.00000 0.79000 -18.93823 32.80198 14 1.00000 0.79000 -24.34652 29.01505 15 1.00000 0.79000 -29.01505 24.34652 16 1.00000 0.79000 -32.80198 18.93823 17 1.00000 0.79000 -35.59223 12.95451 18 1.00000 0.79000 -37.30103 6.57718 19 1.00000 0.79000 -37.87646 0.00000 20 1.00000 0.79000 -37.30103 -6.57718 21 1.00000 0.79000 -35.59223 -12.95451 22 1.00000 0.79000 -32.80198 -18.93823 23 1.00000 0.79000 -29.01505 -24.34652 24 1.00000 0.79000 -24.34652 -29.01505 25 1.00000 0.79000 -18.93823 -32.80198 26 1.00000 0.79000 -12.95451 -35.59223 27 1.00000 0.79000 -6.57718 -37.30103 28 1.00000 0.79000 0.00000 -37.87646 29 1.00000 0.79000 6.57718 -37.30103 30 1.00000 0.79000 12.95451 -35.59223 31 1.00000 0.79000 18.93823 -32.80198 32 1.00000 0.79000 24.34652 -29.01505 33 1.00000 0.79000 29.01505 -24.34652 34 1.00000 0.79000 32.80198 -18.93823 35 1.00000 0.79000 35.59223 -12.95451 36 1.00000 0.79000 37.30103 -6.57718 NOTE: The positions of the above rebars were computed by LPile Minimum spacing between any two bars not equal to zero = 5.60230 inches between Bars 24 and 25 Spacing to aggregate size ratio = 7.46974 concrete Properties: Compressive Strength of Concrete = 4000.00000 psi Modulus of Elasticity of Concrete = 3604997. psi Modulus of Rupture of Concrete = -474.34164 psi Compression Strain at Peak Stress = 0.00189 Tensile Strain at Fracture of concrete = -0.0001154 Maximum Coarse Aggregate Size = 0.75000 in Number of Axial Thrust Force Values Determined from Pile-head Loadings = 1 Page 14 133549.1po Number Axial Thrust Force kips 1 55.000 Definitions of Run Messages and Notes: C = concrete in section has cracked in tension. Y = stress in reinforcing steel has reached yield stress. T = ACI 318-08 criteria for tension-controlled section met, tensile strain in reinforcement exceeds 0.005 while simultaneously compressive strain in concrete more than than 0.003. See ACI 318-08, Section 10.3.4. 2 = depth of tensile zone in concrete section is less than 10 percent of section depth. Bending Stiffness (EI) = Computed Bending Moment / Curvature. Position of neutral axis is measured from edge of compression side of pile. Compressive stresses and strains are positive in sign. Tensile stresses and strains are negative in sign. Axial Thrust Force = 55.000 kips Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi 0.000000313 3389.1841922 10845389415. 49.2915216 0.0000154 -0.0000108 0.0645105 0.4428982 0.000000625 6763.7685178 10822029628. 45.6561453 0.0000285 -0.0000240 0.1190103 0.8199051 0.000000938 10123. 10798070772. 44.4444278 0.0000417 -0.0000371 0.1731304 1.1969141 0.000001250 13467. 10773960382. 43.8386060 0.0000548 -0.0000502 0.2268707 1.5739245 0.000001563 16797. 10749789184. 43.4751392 0.0000679 -0.0000633 0.2802312 1.9509360 0.000001875 20110. 10725587564. 43.2328497 0.0000811 -0.0000764 0.3332119 2.3279487 0.000002188 23409. 10701368544. 43.0598040 0.0000942 -0.0000896 0.3858126 2.7049625 0.000002500 26693. 10677138639. 42.9300355 0.0001073 -0.0001027 0.4380336 3.0819776 0.000002813 26693. 9490789901. 20.6369015 0.0000580 -0.0001782 0.2375185 -5.1337965 C 0.000003125 26693. 8541710911. 20.2610049 0.0000633 -0.0001992 0.2586441 -5.7382839 C 0.000003438 26693. 7765191738. 19.9517609 0.0000686 -0.0002202 0.2796863 -6.3429401 C 0.000003750 26693. 7118092426. 19.6922807 0.0000738 -0.0002412 0.3006421 -6.9477895 c 0.000004063 26693. 6570546855. 19.4638447 0.0000791 -0.0002622 0.3213920 -7.5536845 C 0.000004375 26693. 6101222080. 19.2685800 0.0000843 -0.0002832 0.3420930 -8.1595114 C 0.000004688 26693. 5694473941. 19.0998535 0.0000895 -0.0003042 0.3627453 -8.7652699 C 0.000005000 26693. 5338569320. 18.9526904 0.0000948 -0.0003252 0.3833485 -9.3709599 C 0.000005313 26693. 5024535830. 18.8190605 0.0001000 -0.0003463 0.4038125 -9.9772322 C 0.000005625 26693. 4745394951. 18.6981334 0.0001052 -0.0003673 0.4241701 -10.5838545 C 0.000005938 26693. 4495637322. 18.5903459 0.0001104 -0.0003884 0.4444796 -11.1904060 C 0.000006250 26693. 4270855456. 18.4937282 0.0001156 -0.0004094 0.4647410 -11.7968867 C 0.000006563 26693. 4067481386. 18.4066854 0.0001208 -0.0004305 0.4849543 -12.4032964 C 0.000006875 26693. 3882595869. 18.3279127 0.0001260 -0.0004515 0.5051193 -13.0096349 C 0.000007188 26693. 3713787353. 18.2563322 0.0001312 -0.0004725 0.5252361 -13.6159020 C 0.000007500 26693. 3559046213. 18.1910457 0.0001364 -0.0004936 0.5453045 -14.2220975 C 0.000007813 26693. 3416684365. 18.1312987 0.0001417 -0.0005146 0.5653245 -14.8282214 C 0.000008125 26693. 3285273427. 18.0764527 0.0001469 -0.0005356 0.5852961 -15.4342733 C 0.000008438 26693. 3163596634. 18.0240266 0.0001521 -0.0005567 0.6051552 -16.0407272 C 0.000008750 26693. 3050611040. 17.9747720 0.0001573 -0.0005777 0.6249369 -16.6473266 C 0.000009063 26693. 2945417556. 17.9292004 0.0001625 -0.0005988 0.6446709 -17.2538507 C 0.000009375 26693. 2847236970. 17.8869442 0.0001677 -0.0006198 0.6643571 -17.8602995 C 0.000009688 26693. 2755390617. 17.8476833 0.0001729 -0.0006409 0.6839954 -18.4666727 C 0.0000100 26693. 2669284660. 17.8111375 0.0001781 -0.0006619 0.7035858 -19.0729701 C 0.0000103 26693. 2588397246. 17.7770606 0.0001833 -0.0006829 0.7231283 -19.6791915 C 0.0000106 26693. 2512267915. 17.7452355 0.0001885 -0.0007040 0.7426227 -20.2853368 C 0.0000109 26693. 2440488832. 17.7154697 0.0001938 -0.0007250 0.7620689 -20.8914057 C 0.0000113 26693. 2372697475. 17.6875923 0.0001990 -0.0007460 0.7814670 -21.4973980 C 0.0000116 26693. 2308570517. 17.6614507 0.0002042 -0.0007670 0.8008169 -22.1033135 C 0.0000119 26693. 2247818661. 17.6369086 0.0002094 -0.0007881 0.8201184 -22.7091521 C 0.0000122 26693. 2190182285. 17.6138433 0.0002147 -0.0008091 0.8393716 -23.3149135 C 0.0000128 26693. 2083344125. 17.5717136 0.0002251 -0.0008511 0.8777326 -24.5262039 C 0.0000134 26693. 1986444398. 17.5343013 0.0002356 -0.0008931 0.9158993 -25.7371832 C 0.0000141 26693. 1898157980. 17.5009817 0.0002461 -0.0009351 0.9538713 -26.9478496 C 0.0000147 26693. 1817385300. 17.4712362 0.0002566 -0.0009771 0.9916479 -28.1582015 C 0.0000153 26693. 1743206308. 17.4446309 0.0002671 -0.0010191 1.0292287 -29.3682373 C 0.0000159 26693. 1674845277. 17.4208000 0.0002776 -0.0010611 1.0666131 -30.5779552 C 0.0000166 26693. 1611643568. 17.3994332 0.0002882 -0.0011031 1.1038005 -31.7873535 C 0.0000172 26693. 1553038348. 17.3802650 0.0002987 -0.0011450 1.1407904 -32.9964304 c 0.0000178 26693. 1498545774. 17.3630675 0.0003093 -0.0011870 1.1775823 -34.2051842 C 0.0000184 26693. 1447747612. 17.3476435 0.0003198 -0.0012289 1.2141756 -35.4136136 C 0.0000191 26693. 1400280477. 17.3338218 0.0003304 -0.0012708 1.2505697 -36.6217158 C 0.0000197 27415. 1392515451. 17.3214531 0.0003410 -0.0013127 1.2867641 -37.8294894 C 0.0000203 28232. 1389907170. 17.3104063 0.0003516 -0.0013546 1.3227583 -39.0369328 C 0.0000209 29049. 1387428932. 17.3005661 0.0003622 -0.0013965 1.3585515 -40.2440440 C 0.0000216 29866. 1385069308. 17.2918306 0.0003729 -0.0014384 1.3941433 -41.4508211 C 0.0000222 30681. 1382818156. 17.2841092 0.0003835 -0.0014803 1.4295331 -42.6572623 C 0.0000228 31496. 1380666445. 17.2773217 0.0003941 -0.0015221 1.4647202 -43.8633657 C - 0.0000234 32311. 1378606104. 17.2713960 0.0004048 -0.0015640 1.4997041 -45.0691294 C 0.0000241 33125. 1376629903. 17.2662678 0.0004155 -0.0016058 1.5344843 -46.2745513 C 0.0000247 33939. 1374731339. 17.2618793 0.0004262 -0.0016476 1.5690600 -47.4796295 C 0.0000253 34752. 1372904554. 17.2581785 0.0004368 -0.0016894 1.6034306 -48.6843621 C 0.0000259 35564. 1371144250. 17.2551182 0.0004476 -0.0017312 1.6375957 -49.8887470 C 0.0000266 36376. 1369445630. 17.2526560 0.0004583 -0.0017730 1.6715544 -51.0927821 C 0.0000272 37187. 1367804335. 17.2507531 0.0004690 -0.0018147 1.7053063 -52.2964655 C 0.0000278 37998. 1366216397. 17.2493744 0.0004797 -0.0018565 1.7388507 -53.4997951 C 0.0000284 38808. 1364678197. 17.2484880 0.0004905 -0.0018982 1.7721870 -54.7027687 C 0.0000291 39618. 1363186425. 17.2480645 0.0005013 -0.0019400 1.8053145 -55.9053843 C 0.0000297 40427. 1361738049. 17.2480773 0.0005121 -0.0019817 1.8382325 -57.1076396 C 0.0000303 41235. 1360330286. 17.2485017 0.0005228 -0.0020234 1.8709405 -58.3095326 C 0.0000309 42043. 1358960579. 17.2493154 0.0005337 -0.0020651 1.9034378 -59.5110610 C Page 15 133549.1po 0.0000316 42850. 1357626569. 17.2504975 0.0005445 -0.0021068 1.9357236 -60.0000000 CY 0.0000322 43657. 1356326082. 17.2520291 0.0005553 -0.0021485 1.9677974 -60.0000000 CY 0.0000328 44463. 1355057107. 17.2538925 0.0005661 -0.0021901 1.9996585 -60.0000000 CY 0.0000334 45210. 1352075660. 17.2490109 0.0005768 -0.0022320 2.0306036 -60.0000000 CY 0.0000341 45852. 1346114440. 17.2320854 0.0005870 -0.0022743 2.0600781 -60.0000000 CY 0.0000347 46416. 1338108016. 17.2057605 0.0005968 -0.0023169 2.0883124 -60.0000000 CY 0.0000353 46942. 1329326779. 17.1751729 0.0006065 -0.0023598 2.1158058 -60.0000000 CY 0.0000359 47442. 1320133427. 17.1425977 0.0006161 -0.0024027 2.1427832 -60.0000000 CY 0.0000366 47882. 1309596915. 17.1035940 0.0006254 -0.0024459 2.1687748 -60.0000000 CY 0.0000372 48305. 1298967874. 17.0640357 0.0006346 -0.0024892 2.1943856 -60.0000000 CY 0.0000397 49791. 1254581743. 16.8941978 0.0006705 -0.0026633 2.2923797 -60.0000000 CY 0.0000422 51051. 1210098517. 16.7198908 0.0007054 -0.0028384 2.3848444 -60.0000000 CY 0.0000447 52050. 1164757887. 16.5353453 0.0007389 -0.0030148 2.4712528 -60.0000000 CY 0.0000472 52969. 1122530725. 16.3610913 0.0007720 -0.0031917 2.5541715 -60.0000000 CY 0.0000497 53693. 1080623109. 16.1703510 0.0008035 -0.0033703 2.6305867 -60.0000000 CY 0.0000522 54415. 1042681990. 15.9995912 0.0008350 -0.0035488 2.7051422 -60.0000000 CY 0.0000547 54998. 1005671596. 15.8267162 0.0008655 -0.0037282 2.7753369 -60.0000000 CY 0.0000572 55507. 970615600. 15.6606856 0.0008956 -0.0039082 2.8424967 -60.0000000 CY 0.0000597 56013. 938439708. 15.5074044 0.0009256 -0.0040882 2.9076095 -60.0000000 CY 0.0000622 56494. 908442414. 15.3556102 0.0009549 -0.0042688 2.9693872 -60.0000000 CY 0.0000647 56856. 878940869. 15.1987939 0.0009832 -0.0044506 3.0271011 -60.0000000 CY 0.0000672 57195. 851268631. 15.0512604 0.0010113 -0.0046325 3.0828264 -60.0000000 CY 0.0000697 57531. 825562883. 14.9153786 0.0010394 -0.0048143 3.1370548 -60.0000000 CY 0.0000722 57867. 801619067. 14.7899479 0.0010676 -0.0049961 3.1897740 -60.0000000 CY 0.0000747 58197. 779203992. 14.6710184 0.0010957 -0.0051780 3.2405701 -60.0000000 cv 0.0000772 58453. 757282101. 14.5412374 0.0011224 -0.0053613 3.2871599 -60.0000000 CY 0.0000797 58666. 736195547. 14.4132635 0.0011486 -0.0055452 3.3313999 -60.0000000 CY 0.0000822 58878. 716380232. 14.2938878 0.0011748 -0.0057290 3.3743347 -60.0000000 CY 0.0000847 59088. 697723422. 14.1823560 0.0012011 -0.0059127 3.4159542 -60.0000000 CY 0.0000872 59298. 680125315. 14.0780003 0.0012274 -0.0060963 3.4562476 -60.0000000 CY 0.0000897 59507. 663497232. 13.9802277 0.0012539 -0.0062799 3.4952044 -60.0000000 CY 0.0000922 59715. 647760112. 13.8885096 0.0012803 -0.0064634 3.5328138 -60.0000000 CY 0.0000947 59914. 632754701. 13.7954231 0.0013063 -0.0066475 3.5681482 -60.0000000 CY 0.0000972 60063. 618007467. 13.6958031 0.0013311 -0.0068327 3.6006200 -60.0000000 CY 0.0000997 60192. 603807460. 13.5981806 0.0013556 -0.0070182 3.6314380 -60.0000000 CY 0.0001022 60316. 590252035. 13.5050879 0.0013801 -0.0072037 3.6609876 -60.0000000 CY 0.0001047 60440. 577337280. 13.4170348 0.0014046 -0.0073892 3.6893760 -60.0000000 CY 0.0001072 60563. 565018280. 13.3336735 0.0014292 -0.0075745 3.7165940 -60.0000000 CY 0.0001097 60685. 553254213. 13.2546885 0.0014539 -0.0077599 3.7426323 -60.0000000 CY 0.0001122 60807. 542007892. 13.1797922 0.0014786 -0.0079451 3.7674813 -60.0000000 CY 0.0001147 60927. 531245373. 13.1087223 0.0015034 -0.0081303 3.7911314 -60.0000000 CY 0.0001172 61047. 520935609. 13.0412391 0.0015283 -0.0083155 3.8135730 -60.0000000 cY 0.0001197 61163. 511019391. 12.9720182 0.0015526 -0.0085012 3.8342688 -60.0000000 CY 0.0001222 61276. 501488939. 12.9037390 0.0015767 -0.0086871 3.8535601 -60.0000000 CY 0.0001247 61384. 492302074. 12.8377780 0.0016007 -0.0088730 3.8716182 -60.0000000 CY 0.0001272 61491. 483469765. 12.7748772 0.0016248 -0.0090589 3.8885306 -60.0000000 CY 0.0001297 61565. 474717277. 12.7073036 0.0016480 -0.0092458 3.9036439 -60.0000000 CY 0.0001322 61631. 466242908. 12.6412868 0.0016710 -0.0094327 3.9175764 -60.0000000 CY 0.0001347 61697. 458078610. 12.5781493 0.0016941 -0.0096196 3.9304537 -60.0000000 CY 0.0001372 61763. 450207507. 12.5177415 0.0017173 -0.0098065 3.9422679 -60.0000000 CY 0.0001522 62143. 408333145. 12.2055168 0.0018575 -0.0109262 3.9903470 -60.0000000 CY 0.0001672 62478. 373700065. 11.9309351 0.0019947 -0.0120490 3.9882522 -60.0000000 CY 0.0001822 62785. 344615436. 11.7105698 0.0021335 -0.0131702 3.9944531 -60.0000000 CY 0.0001972 62951. 319246208. 11.5027067 0.0022682 -0.0142956 3.9988362 60.0000000 CY 0.0002122 63098. 297367903. 11.3311198 0.0024043 -0.0154194 3.9874206 60.0000000 CY 0.0002272 63219. 278266814. 11.1631175 0.0025361 -0.0165476 3.9996324 60.0000000 CY 0.0002422 63330. 261493552. 11.0238666 0.0026698 -0.0176739 3.9804421 60.0000000 CY 0.0002572 63437. 246655977. 10.9059343 0.0028049 -0.0187989 3.9967738 60.0000000 CY 0.0002722 63537. 233432251. 10.8062708 0.0029413 -0.0199224 3.9917881 60.0000000 CY 0.0002872 63624. 221540308. 10.7187527 0.0030783 -0.0210455 3.9795762 60.0000000 CYT 0.0003022 63687. 210752240. 10.6350525 0.0032138 -0.0221700 3.9947099 60.0000000 CYT 0.0003172 63734. 200934425. 10.5624641 0.0033503 -0.0232935 3.9999978 60.0000000 CYT 0.0003322 63761. 191944098. 10.4934294 0.0034858 -0.0244180 3.9796809 60.0000000 CYT 0.0003472 63781. 183706903. 10.4151978 0.0036160 -0.0255477 3.9690627 60.0000000 CYT 0.0003622 63798. 176146650. 10.3460747 0.0037472 -0.0266765 3.9847167 60.0000000 CYT 0.0003772 63801. 169150425. 10.2971998 0.0038840 -0.0277998 3.9957147 60.0000000 CYT Summary of Results for Nominal (unfactored) Moment capacity for Section 1 Moment values interpolated at maximum compressive strain = 0.003 or maximum developed moment if pile fails at smaller strains. Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain 1 55.000 63574.294 0.00300000 Note note that the values of moment capacity in the table above are not factored by a strength reduction factor (phi-factor). In ACI 318-08, the value of the strength reduction factor depends on whether - the transverse reinforcing steel bars are tied hoops (0.65) or spirals (0.70). The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318-08, Section 9.3.2.2 or the value required by the design standard being followed. The following table presents factored moment capacities and corresponding bending stiffnesses computed for common resistance factor values used for reinforced concrete sections. Axial Resistance Nominal ultimate (Factored) Ultimate (Factored) Bending Stiffness Load Factor Moment Capacity Axial Thrust Moment Capacity at Ult. Mom. Cap. No. for Moment in-kip kips in-kip kip-inA2 Page 16 _ _ _ 133549.1po 1 0.65 63574.294 35.750 41323.289 1360180608.181 1 0.70 63574.294 38.500 44502.005 1354900722.396 1 0.75 63574.294 41.250 47680.720 1314421897.629 Computed values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1 Pile-head conditions are Shear and Moment (Loading Type 1) Shear force at pile head = 72293.3 lbs Applied moment at pile head = 52634240.0 in-lbs Axial thrust load on pile head = 55000.0 lbs Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil 5pr. Distrib. x y Moment Force S Stress Stiffness p Es*h Lat. Load feet inches in-lbs lbs radians psi" lb-inA2 lb/in lb/inch lb/inch 0.00 6.0308 52634240. 72293. -0.0333 0.000 1.137E+12 0.000 0.000 0.000 0.795 5.7155 53341169. 72242. -0.0328 0.000 1.100E+12 -14.3605 7.9899 0.000 1.590 5.4046 54046596. 72041. -0.0323 0.000 1.062E+12 -24.0441 14.1471 0.000 2.385 5.0984 54749625. 71814. -0.0318 0.000 1.021E+12 -23.5811 14.7081 0.000 3.180 4.7971 55436454. 67439. -0.0313 0.000 9.753E+11 -721.3114 478.1610 0.000 3.975 4.5009 56057332. 58527. -0.0308 0.000 9.356E+11 -1123.4375 793.7390 0.000 4.770 4.2102 56576152. 46280. -0.0302 0.000 9.016E+11 -1436.4546 1084.9761 0.000 5.565 3.9251 56964267. 31290. -0.0296 0.000 8.700E+11 -1698.6920 1376.2132 0.000 6.360 3.6461 57197784. 14034. -0.0289 0.000 8.511E+11 -1911.8449 1667.4504 0.000 7.155 3.3731 57257284. -5029.1631 -0.0283 0.000 8.464E+11 -2077.6446 1958.6875 0.000 7.950 3.1063 57113585. -32161. -0.0276 0.000 8.578E+11 -3630.9245 3717.0433 0.000 8.745 2.8456 56654019. -67441. -0.0270 0.000 8.952E+11 -3759.6103 4201.4792 0.000 9.540 2.5905 55852123. -103801. -0.0264 0.000 9.484E+11 -3856.9948 4734.6115 0.000 10.335 2.3409 54700041. -140576. -0.0259 0.000 1.024E+12 -3842.5953 5220.0067 0.000 11.130 2.0961 53198425. -176891. -0.0254 0.000 1.109E+12 -3760.7066 5705.4019 0.000 11.925 1.8557 51354747. -212108. -0.0250 0.000 1.196E+12 -3612.5961 6190.7971 0.000 12.720 1.6192 49182505. -245601. -0.0246 0.000 1.272E+12 -3399.3064 6676.1923 0.000 13.515 1.3862 46701127. -276751. -0.0243 0.000 1.333E+12 -3121.7432 7161.5875 0.000 14.310 1.1564 43935886. -304951. -0.0239 0.000 1.356E+12 -2780.7330 7646.9827 0.000 15.105 0.9295 40917825. -329598. -0.0236 0.000 1.361E+12 -2377.1146 8132.3779 0.000 15.900 0.7054 37667216. -357969. -0.0234 0.000 1.367E+12 -3604.2084 16248. 0.000 16.695 0.4838 34104986. -390653. -0.0231 0.000 1.374E+12 -3226.9948 21211. 0.000 17.490 0.2645 30250192. -418900. -0.0229 0.000 1.384E+12 -2654.8677 31924. 0.000 18.285 0.0471 26165934. -435651. -0.0227 0.000 1.068E+13 -567.2706 38301. 0.000 19.080 -0.1695 22031557. -428343. -0.0227 0.000 1.071E+13 2133.7694 40030. 0.000 19.875 -0.3859 18070238. -402893. -0.0227 0.000 1.074E+13 3050.5136 25136. 0.000 20.670 -0.6022 14385126. -371108. -0.0227 0.000 1.077E+13 3592.8326 18973. 0.000 21.465 -0.8183 11026346. -334672. -0.0227 0.000 1.079E+13 4035.1276 15680. 0.000 22.260 -1.0344 8034863. -294088. -0.0226 0.000 1.081E+13 4482.9757 13782. 0.000 23.055 -1.2504 5451267. -249160. -0.0226 0.000 1.083E+13 4934.1353 12549. 0.000 23.850 -1.4663 3316688. -199964. -0.0226 0.000 1.085E+13 5380.0094 11668. 0.000 24.645 -1.6822 1671929. -146430. -0.0226 0.000 1.085E+13 5847.6651 11054. 0.000 25.440 -1.8981 559582. -88288. -0.0226 0.000 1.085E+13 6346.1075 10632. 0.000 26.235 -2.1140 33204. -23068. -0.0226 0.000 1.085E+13 7158.1869 10768. 0.000 * This analysis computed pile response using nonlinear moment-curvature relationships. values of total stress due to combined axial and bending stresses are computed only for elastic sections only and do not equal the actual stresses in concrete and steel. Stresses in concrete and steel may be interpolated from the output for nonlinear bending properties relative to the magnitude of bending moment developed in the pile. Output Summary for Load Case No. 1: Pile-head deflection = 6.0307884 inches Computed slope at pile head = -0.0332702 radians Maximum bending moment = 57257805. inch-lbs Maximum shear force = -436064. lbs Depth of maximum bending moment = 6.8900000 feet below pile head Depth of maximum shear force = 18.5500000 feet below pile head Number of iterations = 51 Number of zero deflection points = 1 Summary of Pile Response(s) Definitions of Pile-head Loading Conditions: Load Type 1: Load 1 = Shear, lbs, and Load 2 = Moment, in-lbs Load Type 2: Load 1 = Shear, lbs, and Load 2 = Slope; radians Load Type 3: Load 1 = Shear, lbs, and Load 2 = Rotational Stiffness, in-lbs/radian Load Type 4: Load 1 = Top Deflection, inches, and Load 2 = Moment, in-lbs Load Type 5: Load 1 = Top Deflection, inches, and Load 2 = Slope, radians Pile-head Pile-head Maximum Maximum Load Load Condition 1 Condition 2 Axial Pile-head Moment Shear Pile-head Page 17 133549.1ppo Case Type v(lbs) or in-lb, rad., Loading Deflection in Pile in Pile Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians 1 1 v = 72293. M = 52634240. 55000. 6.03078837 57257805. -436064. -0.03327022 The analysis ended normally. Page 18 1805.7.2.1 (2006 IBC) & 1807.3.2.1 (2009 IBC&2012 IBC) d =A/2*(1+(1+(4.36*h/A))^0.5) Monopole Moment(ft-k) 3289.64 Shear(k) 54.2 Caisson Diameter, b(ft) 7 Caisson Height Above Ground(ft) 0.5 Caisson Height Below Ground (ft) 23 Lateral soil pressure per foot(Ib/ft3) 401 Applied lateral force, P (lbs) 54220 Dist.from ground to application of P, h (ft) 61.17 A=2.34*P/(S1*b) 5.89 Min. Depth of Embedment Required, d (ft) 22.99 Page 19 GENERAL NOTES LINE/ANTENNA NOTES DO NOT SCALE DRAWINGS.CONTRACTOR MIST VERIFY All 1 DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SNAU SE PAPLEMENTED WITHOUT PRIOR WRITTEN 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL APPROVAL.ALL PREVIOUS ISSUES OF TNS DRAWING ARE NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL SUPERSEDED erTHE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8'MIN.DIA.BEARING TYPE CORPORATION CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS t THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL. THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY Ay Cil. SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING '--J- '' `7r?j FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, , T.M .LVEY� 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. • '�� / • NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK .R • 0,ORE THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND to, T TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. 4��OF O# 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF r RADIUS. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEW DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. ( WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN No. Date Revision NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL A 09/25/15 SITE SKETCH 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS'NO-OXIDE A'BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. B 1010915 90%PCD REVIEW SET WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE 0 12/02/15 100%FINAL CD SET WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 1 - - 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. 2 - - GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE Client t ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY erI wireless ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM PROJECT INFORMATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. Implementation Team: 1 REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIER/MANUFACTURER 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE.BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY LC XC�M TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE ALE Team: l CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. (0.))' MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. CONSULTING INC. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE Project f ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER METZGER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 7337 SW KABLE LANE PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD OR 97224 CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE Drawing Tore: I ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENE RAL NOTES MOMODSTED,T THE ALLNWORK SHALL SHALL VERIFY THE EXACT CVERED UNDER DHE ILS LS TO BE RAL CONTRACT. BUILDING/WALL/DETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR AND SYMBOLS COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. I Detail Number . CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS Detail Number AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE \Sheet Number ink- CONSULTANT PRIOR TO CONSTRUCTION. Project Number. Date: 1 Nair Where Detailed Sheet Number 12/02/15 Where Detailed Drafter Des goer: REFERENCE RM KM Project Manager. Professional of Record: Alk AM CS ® Revision No: Sheet No: - Referenced Drawing 0 T-2 NOTES TOPOGRAPHIC SURVEY: POR-METZGER 1. THE BOUNDARY SHOWN ON THIS SURVEY IS BASED ON MONUMENTA DON FOUND AND N RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED IN THE SE 1/4 OF SECTION 12 N TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING OF GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF RECORD TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN '� iCn AND AVAILABLE MONUMENTATION FOUND DURING THE FIELD SURVEY. PROPERTY W LINES OF TITLE WERE NOT INVESTIGATED NOR SURVEYED EXCEPT AS SHOWN ON THIS N PLAN. NO PROPERTY MONUMENTS WERE SET. !N THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON 2. PROPERTY LINES SHOWN ON THIS SURVEY ARE BASED ON SURVEY 24,907 AND THE W PLAT OF SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK'ON FILE IN THE WASHINGTON Q COUNTY SURVEYOR'S OFFICE. O SURVEYED SEPTEMBER 22 AND OCTOBER 15, 2015 0 UTILITY CAUTION ....4- 111 UNDERGROUND UTILITIES SHOWN ON THIS SURVEY WERE LOCATED BASED ON UTILITY �+ MARK OUTS PAINTED FOLLOWING A CALL FOR A FREE UTILITY LOCATE.NOT ALL UTILITIES C g 1 ,§0..,...? MAY BE SHORN. CALL FOR UTILITY LOCATES BEFORE DIGGING. PROPERTY LEGAL DESCRIPTION xSx 4Cu, LOT 4,SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK,IN THE CITY OF TIGARD, COUNTY a e H OF WASHINGTON AND STATE O'OREGON. SITE F e. EXCEPTING THEREFROM THAT PORTION CONVEYED TO PACIFIC REALTY ASSOCIATES,L.P., ' a7 A DELAWARE LIMITED PARTNERSHIP,BY DEED RECORDED DECEMBER 28, 1988 AS ''_ '' 0 RECORDER'S FEE Na 88-057874,BEING DESCRIBED AS FOLLOWS: 3 µAs ' `' UTATIUAWALLOWA b il 41 `K �' NIA. • vI BEGINNING AT THE NORTHWEST CORNER OF LOT 4,SOUTHERN PACIFIC TIGARD INDUSTRIAL N. MCRROW h PARK, THENCE SOUTH 378'12"EAST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE \ YwNUL - ��ss OF 10055 FEET, THENCE NORTH 8725'24'EAST 359.74 FEET TO A POINT IN THE EAST •' LINE OF SAID LOT 4; THENCE NORTH 170'16'WEST ALONG SAID EAST LINE A DISTANCE - - ' OF 242.79 FEET; THENCE CONTINUING ALONG SAID EASTERLY LOT UNE NORTH 18'46'57' r I PIXx YAPoCN' `'. WEST 55.10 FEET TO THE NORTHEAST CORNER OF SAID LOT THENCE SOUTH 8814'0Y t ' ---- "' WHEE - BAKER WEST ALONG THE NORTH LINE OF LOT 4 A DISTANCE OF 354.33 FEET TO THE POINT OF - A1t - - BEGINNING. - O tI+N GRANT . -` - • FURTHER EXCEPTING THERFROM THAT PORTION THEREOF LYING BELOW THE DEPTH OF " - 500 FEET,MEASURED VERTICALLY,FROM THE CONTOUR OF THE SURFACE OF SAID p = PROPERTY, WITHOUT THE RIGHT TO ENTER UPON,INTO OR THROUGH THE SURFACE OF SAID PROPERTY OR ANY PART THEREOF LYING BETWEEN SAID SURFACE AND 500 FEET .� I \ �\ LANE '.. BELOW SAID SURFACE Ct ( Z Ce BENCH MARK (6 I \v NANCY THE DATUM FOR THIS SURVEY IS NAVD 88. AN ELEVATION WAS ESTABLISHED FOR + I (� I Gros oOucxAS MALI[UR CONTROL POINT/1 USING GPS METHODS AND GEOIDI2B. I - ,- Q 1 ... LAKE MAG NAIL IN PAVEMENT IN NORTHWEST PORTION OF PROPERTY. } - -- - ELEV 148.62 Q j K. \ ^ CURRY JOSEPHINE. JACKSON KUYA IN BASIS OF BEARING/LOCAL DATUM PLANE > 1 , 3' �— COORDINATES Q Q o) 0 US THE BASIS OF BEARING FOR THIS SURVEY IS THE OREGON STATE PLANE COORDINATE Q p_ I - \-r, Q N SYSTEM OF 1983,NORTH ZONE(3601)WITH COORDINATES ESTABLISHED USING GPS AND ^ 0 W�„_ LOCATION MAP �� THE OREGON DEPARTMENT OF TRANSPORTATION'S ORGN SERVICE. I " LOCAL DATUM PLANE COORDINATES AN AVERAGE COMBINED SCALE FACTOR OF r ." 1 SCALE: NOT TO SCALE 1.000103734 WAS USED TO CONVERT GRID COORDINATES TO GROUND COORDINATES SO . V Q �':� OLD CALCULATED GRID DISTANCES AND GROUND DISTANCE WOULD MATCH(l.E. -GRID a) W z I .... - S COORDINATE TIMES SCALE FACTOR EQUALS GROUND COORDINATE). W I `, ,,,, ._ T TN CONTROL POINT COORDINATES (LDP) z ]1 I a POINT 1 POINT 0 0 I I ' MAG NAIL IN PAVEMENT MAC NAIL IN CURB NORTHING: 643,788.750 NORTHING 643,098.866 SW \ FASTING: 7,624,735.631 EASTING: 7,624,757.758 \ B-A,.,, W TA f ELEVATION; 148.62 ELEVATION: 152.85 0 I ) r ,;;. 1 f y4�y STREET 1/ y N ` I . '. r4 `j I� SE KBIG RD__I SEE DETAIL " Zoo �„� g ON SHEET 2 �� E H \ ©' �I. � ,Fe �`� �4 �� LEGENDT .I B 224 PROPERTY BOUNDARY �_ - i SW BEEF GENU R� W. RHAM R. ��0 :7744. � � y` ,0pRIGHT-OF-WAY ,.h.. I ,� "aLOT LINE on • - S_W. KABLE LN s mbz p N1•i ;EASEMENTN.N'( C3 �� OSE,MON u';� ` N V °n a CENTER LINE L J �..,�=�= �.. .-LAA �� $t \�7 - U A W CONTOUR LINE /• I a' ♦ AIN111) V w O AC PAVEMENT d� s lie •/ vrrm' CONCRETE PAVEMENT N ® q�' b �,�, Nr - s aIS CONTROL POINT ', \ N ' 'Po �� m REGISTERED • FOUND 5/8'IRON ROD OR AS NOTED It�A R PROFESSIONALD SUR YPC YELLOW PLASTIC CAP >, CURVE TABLE z. .��.E VICINITY MAP z. ;� - TREE WITH HEIGHT ABOVE S SCALE: NOT TO SCALE N OREGON (1}" :� GROUND AT PROPOSED Na RADIUS(/1 DELTA LENGTH(N)CHORD(fU)CHORD BEARING TOWER AS NOTED T - NOVEMBER ID, , ✓ C1 58.00 140'0734' 141.85 109.05 N71'15'55 E KAID EDWARD McKAY © TITLE REPORT EXCEPTION C2 20.00 50'07'54' 17.50 16.95 N63'44'05'W 59859 i NUMBER • EXPIRES:12-31-2016 m N DESIGNED BY KAID E.WRAY n DRAM BY STEPHANIE.1 BURT i CHECKED BY..KAID E.MCKAY M 8 DATE OCTOBER 2D,2015 'K co REHRD ON: 10 0 V) JOB NAVE ACOM POR-METZGER N .OBI 15069 SHEET 10E 2 TOPOGRAPHIC SURVEY: POR-METZGER IN THE SE 1/4 OF SECTION 12 N 04 TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN cc IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON CITY OF TIGARD W u SURVEYED SEPTEMBER 22 AND OCTOBER 15, 2015 Approved by Planning o " Date: f 2 $ C 1 U.. Initials: v 58 1w a i i ey 8 TAX LOT 2S1120600.500 I .. TAX LOT 251I20000100 = X00 TITLE REPORT EXCEPTIONS 1_,-zi.... I I —— — —— —— �i I .a MCKAY CONSULTING LLC. WAS PROVIDED A COPY OF THE TIRE r 1 1 ? 1—— w — i -7 REPORT FOR THE PROJECT PREPARED BY TICOR TITLE COMPANY I _ \ �� SOCB RIM=151.35 1 \ OF OREGON,DATED JULY 1,2015, TITLE NUMBER O I I TRANSFORMER tee,-! 36260T7649TOE: OR49.EXCEPTIONS LISTED ON THE TITLE I I 1 1, \\ I CABLE TV PEDESTAL I /3-PER BOOK 44,PAGE 18,EASEMENTS ON THE RECORDED 20 'r \ 1 PLAT OF SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK,INCLUDING: I c VATA.T I A 20'STORM EASEMENT;A 15'EASEMENT FOR SOUTHERN PACIFIC h TELECOM RAILROAD TRACKAGE ALONG THE EASTERLY PORTION AND A 15' I o EASEMENT FOR UTILITIES ALONG THE SOUTHERLY PORTION, I 0 /4-PER DOCUMENT 79-028364,AN UNDERGROUND DISTRIBUTION W A ,( I LINE EASEMENT. THIS EASEMENT IS LOCATED ON LOT 3 OF THE 7..". r_�\ " SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK PLAT AND AS SUCH THIS EXCEPTION DOES NOT AFFECT THE SUBJECT PROPERTY.SEE I .,`. f 77 SAID DOCUMENT FOR DETAILS I . SIGN /STREET /5&/6-PER DOCUMENT 79-031055.A DEED OF SALE FOR THE '�-. i� LIGHT SUBJECT PROPERTY: (5)RESERVING A 15'RAILROAD, o$ I _— �SIGN TRANSPORTATION AND COMMUNICA DDN EASEMENT ALONG THE $ SDCB RIM-1498) I i., EASTERN PROPERTY LINE AND(6)EXCEPTING THE P0RR0N OF x N 1 I °o PROPERTY LYING BELOW A DEPTH OF 500'. SEE SAID DOCUMENT n vI TAX LOT GRAPHIC SCALE _- i FOR DETAILS n 251120800400 0 40 80 r, i N /7-PER DOCUMENT 88-049663,A 44'NON-EXCLUSIVE INGRESS I I �4' E AND EGRESS EASEMENT A PORTION OF NHICH LES IN, f EDGE OF BUILDING 1 Inch = 40 ft. I 2 SUBJECT PROPERTY.SEE SAID DOCUMENT FOR DETAILS. - 1 O I 18-PER DOCUMENT 91-030299,A NON-EXCLUSIVE INGRESS MD I I EGRESS EASEMENT OF VARYING WIDTH A PORTION OF WHICH WATER METER g EFFECTS THE SUBECT PROPERTY.SEF SAID DOCUMENT FOR DETAILS CHAINUIK FENCE(TVP) \\ FDC m TAX LOT # /9-PER DOCUMENT 2007-052731,A SLOPE EASEMENT THIS ^'� `EDGE OF AWNING -� - 15 25712DC00200 EASEMENT IS LOCATED WITHIN THE RIGHT-OF-WAY OF THE UNNAMED ROAD LUNG DIRECRY VEST OF THE PROPERTY AND AS ; CONTROL WATER VAULT-J I SUCH THIS EXCEPTION DOES NOT AFFECT THE SUBJECT PROPERTY. I PONT 102 I I. SEF SAID DOCUMENT FOR DETAILS ,.. -'` A I I CGN7TYp. _. 1 I U /10-PER DOCUMENT 2008-063027,A CLASS SETTLEMENT POINT t "-----w, I GRANTING A 16.5'TELECOMMUNICATIONS EASEMENT. THIS Q ._.. -. - 1 SDCB RIM=150.45 I I a EASEMENT IS NON-PLOTTABLE BY INFORMA0ON CONTAINED IN THE ...PROPOSED DOCUMENT. FOLLOMNG A CALL FOR A FREE UTILITY MARK OUT w c'3 COMPOUND NO UTIUDES WERE PAINTED OUT IN THE GENERAL AREA OF ry - "` _ I r 0 DETAILSPROPOSCOMPOUND AND MONOPOLE SEE SAID DOCUMENT FOR yy PROPOSED MtX E Sig RAI=14867 - BOLLARD(1�) ,.`'__-....�,... -------4047,—,\C---- Com ..... RIM=749.61 I r I J ,+.,, W C GROUND ELEV. 149.0 ��g��7: cz-PROPANE .,_�� pg /l7-PER DOCUMENT 2008-093292,A NOTICE OF SUPPLEMENTAL $�' "" =1 \ 24 GATE 6,„ ( ) -- _.,.J I FINAL ORDER AND JUDGEMENT WITH REGARDS i0 THE GRANTING O'' e '} a O. O _— \T�`s :. 3 tl_ —_ — /'Y 1 , `� O rn OF THE 76-5'TELECOMMUNICATIONS EASEMENT. THIS EASEMENT IS ° ° NON-PLOTTABLE BY INFORMAnON CONTAINED IN THE DOCUMENT. i —— — — �_`Y V —— 4— s ° e I I ,. I A{"�TOP OF TRE£ N V c O 0 _ e IT APPEARS TO BE RELATED TO THE EASEMENT USiED AS ("1,\,.,,^> - \, TOP OF TREE TOP OF TREE-�� -AI 3 FIRE HYDRANT(TVP) , f , ' 1 • ELEV==281 11 m EXCEPTION/I0. SEE SAID DOCUMENT FOR DETAILS ) - - ROADWAY I { i ? } I V ) 132 FEET AGL u ed -� -'1W ELEV-225 ELEV-212 �, v 76 FEET AGL 63 FEET AGL O iP _fid .., ._ 7 ,.. .. _.. rn 4 h 7, 1K.ial 2 OREGON ELECTRIC RAILWAY(SP.AND S. R.R.) RAILROAD TRACKS 0 \ /y m REGISTERED \ SW. 74TH AVE POWER POLE W/J PROFESSIONAL /f � � B POWER POLE W/-- TRANSFORMER r TRANSFORMER / \ i r in OREGON TOP OF TREE '.� V y NOVEMBER I0, rrtt��wwweee ELEV=252 1I i7, KAID EDWARD MCKAY 103 FEET AGL . __ _�' < EXPIRES12-31-2016 612-31-2016 -9 \ - TOP OF TREE '�. ELEV=243 N OESLREO BY CAME.MCKAY 94 FEET AGL TOP OF TREE��I . M' �' m DRANRC STEPHARE J.BURT ELEV=2671 CIEECNEO BY:PAID E.MCKAY 118 FEET AGL l OO DATE- OCTOBER 25,2015 ` T REVISED ON. 00 O N A'%I4ME7 ACOM PPF-METZOER 99 .ARP 15069 SHEET 2 0''2 « DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL 1 PROPERTY LEGAL DESCRIPTION DIMENSIONS NO�CONSULTANTS NSS TO WORK 1 I I , \\ \ \ I. SHOWN APPROVSHALL BE IMPLEMENTED ALN.PREVIOUS ISSUES OTITHISSOUT NG ARE WRITTEN SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS ANO ' I' \ \ K' SPECIFICATIONS REMAIN THE PROPERTY OF ACOM TAX LOT#2S112DB00401 IN THE CITY OF CORPORAT ON. 1 I I N \ LOT 4,SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK, COUNTY OF WASHINGTON AND STATE OF OREGON. ' ,1 \ 1 i 11'i 1 \ -1 I EXCEPTING THEREFROM THAT PORTION CONVEYED TO PACIFIC REALTY ASSOCIATES,L.P.,A DELAWARE LIMITED PARTNERSHIP,BY _4 _..3.-13" I \ DEED RECORDED DECEMBER 28,1988 AS RECORDER'S FEE NO. f �D ' EXISTING PROPERTY LINE \ \ N I 88-057874,BEING DESCRIBED AS FOLLOWS: T�� Alit, r • I i I 1 i.;,1 \ I • 1 \ \ 0 BEGINNING AT THE NORTHWEST CORNER OF LOT 4,SOUTHERN r T.M • vEY� i I I I \ C I PACIFIC TIGARD INDUSTRIAL PARK;THENCE SOUTH 3°28'12"EAST �/ / PROPOSED VERIZON I 1 i I j T WIRELESS LEASE AREA ', ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 100.55 FEET; • ` 1 '• I \ _ j THENCE NORTH 87°25'24"EAST 359.74 FEET TO A POINT IN THE EAST • - // • • , , r LINE OF SAID LOT 4;THENCE NORTH 1°20'16'WEST ALONG SAID EAST •R ND,ORE 1 I r 1 `� \ I LINE A DISTANCE OF 242.79 FEET;THENCE CONTINUING ALONG SAID 5262 1 I i ( 1 \ Z EASTERLY LOT LINE NORTH 18°46'57"WEST 55.10 FEET TO THE "9� {•;C} I I I a I \I \\ W I NORTHEAST CORNER OF SAID LOT;THENCE SOUTH 88°14'07"WEST . O.F 0 \ , ALONG THE NORTH LINE OF LOT 4 A DISTANCE OF 354.33 FEET TO THE ': I I \, ,,\ \ Q I POINT OF BEGINNING. - FURTHER EXCEPTING THERFROM THAT PORTION THEREOF LYING ion I I 50' j 30'. I I• \ \ T o I BELOW THE DEPTH OF 500 FEET,MEASURED VERTICALLY,FROM THE No. Date Rey 1 CONTOUR OF THE SURFACE OF SAID PROPERTY,WITHOUT THE RIGHT I I `n \ \ cv I TO ENTER UPON,INTO OR THROUGH THE SURFACE OF SAID A 09/25/15 SITE SKETCH I `\ 73 PROPERTY OR ANY PART THEREOF LYING BETWEEN SAID SURFACE 1 I I \ D AND 500 FEET BELOW SAID SURFACE. B 10109/15 90%PCD REVIEW SET I I CX I n 1 I CX I 'I I_ I ,\ T1 r^ 0 12/02/15 100%FINAL CD SET CC IL EXISTING EASEMENT �T \ 0 vJ I 1 - - 1 1 0 t �J \, \, v TITLE REPORT EXCEPTIONS 2 I 1 1 + I� I \ \\ \, Client: a I I I MCKAY CONSULTING LLC.WAS PROVIDED A COPY OF THE TITLE 111 Z z REPORT FOR THE PROJECT PREPARED BY TICOR TITLE COMPANY OF \ EXISTING O I \ \ \ ' OREGON,DATED JULY 1,2015,TITLE NUMBER 3626077649T0-TTPOR49. X ACCESS ROUTE D E , \ ` I EXCEPTIONS LISTED ON THE TITLE REPORT INCLUDE: 1` 1 y I m I m W Q 1 i , m m \ EXCEPTION#3-PER BOOK 44,PAGE 18,EASEMENTS ON THE ..''' • ••'' r.. I 1 1 G) I TAX LOT#2S112DB00400 I 1 I RECORDED PLAT OF SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK, er ' wireless \ INCLUDING:A 20'STORM EASEMENT;A 15'EASEMENT FOR SOUTHERN •1:1C 1 Q , I \ \ `\ I PACIFIC RAILROAD TRACKAGE ALONG THE EASTERLY PORTION AND A I T I Q i ' SOUTHERN I t\ 15'EASEMENT FOR UTILITIES ALONG THE SOUTHERLY PORTION. I-~ I c2 1 Ei 1 ! m• I , , EXCEPTION#4-PER DOCUMENT 79-028364,AN UNDERGROUND Team: 1 d Q \ , \ DISTRIBUTION LINE EASEMENT.THIS EASEMENT IS LOCATED ON LOT 3 z I PACIFIC Q m _I OF THE SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK PLAT AND AS 1• 1 1 61 \1 \ \ I SUCH THIS EXCEPTION DOES NOT AFFECT THE SUBJECT PROPERTY. �; rJ1 TIGARD �• SEE SAID DOCUMENT FOR DETAILS. LE xco -� I ;I '� INDUSTRIAL /TAX LOT#2S112D6003o0 VI \�`\ \ EXCEPTIONS#5 6#6 PER DOCUMENT 79-031055,A DEED OF SALE FOR I W I I THE SUBJECT PROPERTY:(5)RESERVING A 15'RAILROAD, TRANSPORTATION AND COMMUNICATION EASEMENT ALONG THE I 1 I I• & PARK =I \ \ \ I EASTERN PROPERTY LINE AND(6)EXCEPTING THE PORTION OF -, Q 1 1 m ` \ \ I PROPESTM LYING BELOW A DEPTH OF 500'.SEE SAID DOCUMENT FOR A&E Team: I 1 � 01_J1, 1 W 1 u ` \ I EXCEPTION#7-PER DOCUMENT 88-049683,A 44'NON-EXCLUSIVE I I I \ INGRESS AND EGRESS EASEMENT A PORTION OF WHICH LIES IN LOT 3 00)) 1 1 O i 1= I I 1 \ '\ i OF THE SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK PLAT.SEE SAID DOCUMENT FOR DETAILS. 1 1 1 EXISTING \ I I COMMERCIAL • I `1 EXCEPTION#8-PER DOCUMENT 91-030299,A NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT OF VARYING WIDTH A PORTION OF WHICH BUILDING i + \ \ J CONSULTING INC. \ ' LIES IN LOT 5 OF THE SOUTHERN PACIFIC TIGARD INDUSTRIAL PARK 1 • n • \1 \ \ I PLAT.SEE SAID DOCUMENT FOR DETAILS. I \ Project Info: EXCEPTION#9-PER DOCUMENT 2007-052731,A SLOPE EASEMENT. POR / \ THIS EASEMENT IS LOCATED WITHIN THE RIGHT-OF-WAY OF THE > }� N I �-� EXISTING / ! '\\� �`, UNNAMED ROAD LYING DIRECTLY WEST OF THE PROPERTY AND AS METZGER PARKING-/ I SUCH THIS EXCEPTION DOES NOT AFFECT THE SUBJECT PROPERTY. 7337 SW KABLE LANE Q QI QI AREA I �,- `� I\ SEE SAID DOCUMENT FOR DETAILS. nom'OR 97224 = =1 it EXISTING EASEMENTEXCEPTION#10-PER DOCUMENT 2008-063027,A CLASS SETTLEMENT I 0 1 01 01 EXISTING RIGHT_OF_-WAY \ GRANTING A 16.5'TELECOMMUNICATIONS EASEMENT.A PORTION OF Drawing I �I �I THIS EASEMENT LIES WITHIN THE RIGHT-OF-WAY OF THE UNNAMED ___S., ROAD LYING DIRECTLY WEST OF THE PROPERTY.THIS EASEMENT IS •--•--• W. KABLE - z I ?I z1 , EXISTING PROPERTY LINE -. ELN \ P I col �' L $ — -- --" NON-PLOTTABLE.SEE SAID DOCUMENT FOR DETAILS. OVERALL W I W I WI EXISTING EASEMENT 1 - EXCEPTION#11-PER DOCUMENT 2008-093292,A NOTICE OF SITE PLAN [ EXISTING RIGHT-OF-WAY \ SUPPLEMENTAL FINAL ORDER AND JUDGEMENT WITH REGARDS TO THE GRANTING OF THE 18.5'TELECOMMUNICATIONS EASEMENT I i I ` DEFINED IN DOCUMENT 2008-063027.SEE SAID DOCUMENT FOR Project Number. Date: 1 1 1 1 [TAX LOT#2S112DC00100 J NK DETAILS. 12/02/15 TAX LOT#2S112DC00200 I ---------_--- ------- Droller: Designer. - 1 1 I I I RM KM 1 i r I li \ Project Manager Professional of Record: I \ AM CS Revision No: Sheet No: 22-44'SCALE:1-.60'-0" 0 A-0 11'k1T S"AI F:1".120'-0" OVERALL SITE PLAN 1 DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAN TIE PROPERTY OF ACOM I CORPORATION. I T-9" I CONCRETE EQUIPMENT SLA/ B RED I c�, ....; • VEY I - h/14, � NEW VZW GPS ANTENNA '' � IT. 0-3 ' MOUNTED TO ICE BRIDGE LEG \ ,- - • • I ,(.A, ••R .ND,OREGiOcp. , NEW VZW •--,,OVP'S INSIDE RFNEW VZW EQUIPMENT RF CABINET � 5262 CABINET \ it CABINETS-TYP OF 6 ` I (FUTURE) \ g_7) � NEW 8D'MONOPOLE NEW VZW ICE BRIDGE \` / ,_ �0P O�� I ` ,r EXISTING CHAIN LINK FENCE ? -- RF �. _ _•_ I EXISTING PROPERTY LINE -a+Yz--� - : tea :: air::-�1 --- i •_ .iLrs z:—•iiiii4-414=:-44+.emu,rrirr��r-01116-"i•omim aim. . ..\ T No. Dab Revision CABINE v -\ (FUTURE)I ' I R—%— —Y Y—i—%—R—Y—i—Y—% % i— i—R—%— —{ Y—Y--. —i—%—% k. QQ _ - _ >� o Z 4'-0" � Y W h �� o A 0985115 SITE SKETCH e.* Ln �rg i, — IiI7siTiiiiTjia _ in — —i—I \ - v r \ ' -�' ( 1'li��r ! n� r G a� i • ` B 10/09715 90%PCD REVIEW SET i •a' iA — s4a 8 Y a m \ \ a I : \ : 9 Z " _ N \ \ 0 12A2/15 10095 FINAL CD SET I i � I • f•I • �ICO 40 a \ c w Ip i CI gw 2 I I ------ r !k 1 7,:• ` Mil N S Z N w - Client • m Nla 1 5.4. .. \ U 2Z-0 � � 11 I Z _'�` MIN _._.._\ Lu W . • j LY_%_%_Y_%_R %_Y_Y T %—%� @I' wireless I NEW VZW 30Kw DIESEL ' GENERATOR ON 4'-0"x 8'-0" urolemenbton Teem; I N I CONCRETE FOUNDATION 2-0 / —NEW VZW UTILITY H-FRAME WITH METER, - - ATS/LOAD CENTER,TELCO ENCLOSURE& 12'-0" SAFETY BOX ^ DBL WIDE GATE 14'-2" \ LI X(r V -0" , 40 FENCED VERIZON WIRELESS LEASE AREA 'f ----_._----._ _.-----. __--_._-- ---- ..F A&E Tum: 1 I Z IPROPOSED EQUIPMENT PLAN 2 _ CONSULTING INC. JI W I Project Info: 1 E I \ POR METZGER Z 7337 SW KABLE LANE P I I \ \ TIGARD,OR 91224 x I EXISTING CHAIN LINK FENCE EXISTING ASPHALT OPEN STORAGE AREA \ w NOTE: Drawing TRW: \ CONTRACTOR SHALL SEPARATE PERITS FROM MARSHALL REGARDING T ErINSTALLATION OF THE GE EFRATOR AND FUEL TANK PRIOR TO CONSTRUCTION PROPOSED COMPOUND PLAN 11 Project Number: Date: I ■n NOTE: 12/02/15 GENERATOR/FUEL TANK SHALL NOT BE CLOSER THAN 5'-0"FROM Drafter: Designer. • Iit PROPERTY LINE PER NFPA 30 TABLE 22.4.1.8 RM KM /11 Project Manager: Profession*of Record: AM CS Revision No: Sheet No: 27,134•SCALE:114".1-0" mm -_ 0 A-1 „%,TSCALE:,B.,� 3 2 PROPOSED COMPOUND PLAN 1 — DW O NOT SCME DRAWINGS CONTRACTOR MUST VERIFY ALL ' • DI ENSIONO NO ADVISE CONSULTANTS OF ANY ERRORS M OIASSDINS NO VARIATIONS OR MODFICATEIIS TO WORK ohSHOWN 9NALLSE NPLEMENTED WRIgUT PRIOR WRITTEN TOP LIGHTNING ROD aroma DED SY THe u�i RewaSwN i�LL.DRAWSI050ND 110'-0'AGL PRD�RTY OFACON CORPORA100E PROPOSED VERIZON WIRELESS 1'-0"1'F"1+-0• PANEL ANTENNA(TYP OF 12,4 PER SECTOR) 1 TIP HEIGHT OF PROPOSED VZW ANTENNAS 104'-0•AGL U _ PROPOSED VERIZON WIRELESS ' D Apo ANTENNA PLATFORM MOUNT R ( WITH HANDRAILS � • TOP OF TOWER , 100'-0'AGL .,ia�etw OR s. N�lL „ CITY ) IG�+RD . / T.�.LVEY`' PROPOSED VERIZON WIRELESS RRU4 Approve{ �� Planning •.R/• D,ORE • MOONTED TO PROPOSED PLATFORM ' riii,c,( ,. • (TYP OF 12) II •I ' 50,O ,IK6:!I Date: 2 PROPOSED VERIZON WIRELESS RAYCAP— PROPOSED VERIZON WIRELESS Initials: s ��4OF Ogg' MW(AZIMUTH&RAD-CTR TO BE SPLITTER/SURGE SUPPRESSOR MOUNTED DETERMINED) TO EXISTING TOWER ON RING MOUNT(TYP OF 4) No. Dale Revision A 09/25/15 SITE SKETCH FUTURE CARRIER B 10/09/15 90%PCD REVIEW SET RAO-CTR:80'-0'AGL 1 II IN ii1i - rFr e�•• 2 -0 12102/15 100%FINAL CD SET 11 1 b Client: er/mpwireless Implementation Team: 1 .-PROPOSED VERIZON WIRELESS HYBRID // CABLES ROUTED INSIDE MONOPOLE .,.--- (TYP OF 4 HYBRID CABLES) LCXCOM A&E Teem: l =,;'; 00))EXISTING TREES-J. (TYP)/`\ r CONSULTING INC. ;��J1 / l , \'''s j r ) \� t ICE-BRIDGE Project Info: 1 -.. T4I COAXI HvswD POR r, ,s ° i r METZGER t,s� 'L,y -Y ,,; . - : > �{ � ` v, 7337 SW KABLE LANE a¢ { ,...,,,.‘„,..t"' rM I: : :VERIZON WIRELESS -'" • _ > TIGARD,OR 97224 • r{' .' /tor ,. � I F NA MOUNTED TO r: ^'k tr tt ') rim t 4 - .. Z �''' Lai .1 x Ta:� - „,,,—,.7.;'1.14=.-±-:' �� 7 :,,,,,,,,,,,,•,-,,,,,k.. .,. .,-- v5 ,,:'..., *'-',1.)--';-.3• ,l v' [ `�` `� b, s4, � -�Y s a, w t' Drawing Title: 1 ,, _, }.:4”; .4t r1<�,r_ a �'7 - a ti • ," ,bbi S..1. 4 PAD# A. ';,..1..,- --'71,,,!.',1 } , �..t � 1 C ...-:6'-'..''' n ,,,,,,,,,,,,,k•i 7. .+ e 5. ) -WtFcLESPROPOSED 1 � r t ; + �fi .. d '., I . .PR•'• c' 4E�Sz rr t „�,q, " oo- I ,-:. c j r !.t L S ;47 P* .r r 4 pi�C.t LES a - . k 21 .`' : _ ;t '',, h� r- 4.>, r ,. �� .4 '.: � K Pal. - ,' ELEVATION ry"-. ,tg €: � ,% 1;arkt`,, w. r '` -:. v1. „-,./'`I ' .*., 1 ,f "'.� Fr N. RfL J . .-i.- a - y T i ,,.'., a,,, f TI ,3", Lam. " y ,;A h I..',,o ." L 'r_' i 'r -14 r:,.=''' d a ,, a.,fro«> 1° • t E G9i.0.,” 0,-,OiAIN LIN,i,.. d• J '''.1,-"!;`, 1t K Qj ,/ 4 f ': d .,` : y,.. , Y r{i ITN ,. ja '410 R G } ' .�--�•._` 4... o a 1 i / f j x-.,,i,,,..- Designer � p ,i r { Project Number. Date: 1 T' .i-,.kc I e.xklat-� .rx; a �L M 1, vi :no �'7r €. • 'S TO .1,.. x i¢+,a.3r 4t'6 k y'�' .$ k� 12/02/15 , I J :1. •.!:o`•''•:a' :•'v'? +�Y r•. ..•r••r:x: :••..• -;,,,,,,,,:-;:,i. ;:-,-'7-:*• .:..\ ti ,r / .:'?..Cv:.•:.::Tfi3i::.e..•. .•.•:•..•.•.•''.•..Q.;.,r. ::•}e. v ??C::•:•:S•:+ s ,1/ Drafter. •t''•:•'•:'?•\•}': .'L' •:4••:'•..." }: .••�r•.':rS•? ❖:'•r':Y.M'•4'+':{•?❖S:• YX ,;X� / } '''� ::'•t';;''4V?"r'• ?;r';:*`:*:'•!:'14•?::•r.•' '!•::•�'••r' S'1•P4:::•:Jr:r dr::t ;1 ? `' fII".', ,'$ ea ..::•'•::''•Yv'•.•. •• •fi•: :: rrr?.:r••.• •:' ••..••':? m ::::::':' :e{:?::::'•'::'•�� : " y �\ %;..,;:>›,p.;,::<,..,,,,;.,,,,;,,;.:4,„;..:...,„-,..-,.., .ti'••••,y?rf.•.+,'•?,r•.•.•?.rr,'•::,{�rr•.••''i.•::. r..•• r:?% •:?•.• •.::•:•.::.•.••:.•.•.•:r:•.:`•a•.•.1:•.•: • ,:,,,,x...2.;, ,.::.,.,,,[ ,\.. / � RM KM y� .•'•. .r .; •dr 5>•:?:•:• $i::•'r•:•.r•:•:;:;.,•:};•,?4?r.r. 9" v? Y}.•:?•:;rA•:•:.::e:•:4'i•:rrk -i✓'a I 11111111111111 �',•:°•?:`?•:•;•:: :?•'+{$:;:r..�.:•.•r} ii'•'?:}},+.'' : .••? .`:tip?S••••• ?••A;•••;+•r ::•r. , St C .r ,. project Manager Professional M Record: / , ,,� r•. •':ti:?:'fi?•r'?'•.•:'rn?•:r' :;::,�L:•r�},.'•p•,,:r- :il:':; ..'::P'•:r:'•.r :,?:::::*::'r r,, y \ %`� �::,::;:.,:r:.;ti,...:•.,••1:•.v:r•:v.•-o?•:•:�•R?:'r + r iy:•:• p' :}•^v: e+°?••:$S r:'d.•??.•.•r.•i:•::.?' j 5_,4,` '••r��rr':'•••..: '•:•�???•:`••'•'•rr^w'v'r ••: ::%r.•:4};. :•vn'�•:?•: :?:�:•:?t"::?i.�•:•'E•.♦,:.:•:•}:. .• ✓' r�. z'" -J' (, rr•;.`x., AM CS "?�.S•:. •:+:r•.,,..'ille. •.�r'r:ggli;A,':': •'i•'::tv' •'••••;e;•s:; ' '.'•'•'•. \ +,; ! nG. F,;Y.;, �EXISTING GRADE $ <�:0'':•.•.:::%::. .:hv:•::>P:•lrT.:::S,.y?:i:. .. ;.y??•.::t?•::.: •rh••:,rr.;.•.::.•,......•.•'.•i.•.•k�r .. v. ',FG ,.K� .. ,:!r .G. Revision No: Sheet No: E-0•AGL r <,.,. ... .,,,., ,., -. 0 A-2 1744'SCALE:3/ '=1,0- 4' 2' 0• 4' PROPOSED SOUTH ELEVATION 1 - 11'x1 TSCALE:3/3232'=1'0' I DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF AMI ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRIREN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE O t— SUPERSEDED SY THE LATEST REVISION.ALL DRAWINGS AND NOTE: SPECIFICATIONS REMAIN THE PROPERTY OF AWMI • •'' ALL ANTENNA AND COAX ANTENNA CORPORATION. '' 4! E CABLE TO BE FURNISHED BY GPS ANTENNA SUPPLIED BY Aik _ VERZION WIRELESS AND VERIZON WIRELESS(ATTACH 1� \ INSTALLED BY CONTRACTOR PER MANUFACTURERS a 1 l i` RECOMMENDATIONS --ICE BRIDGE PIPE LEG VERIFY MOUNTING HEIGHT W/ © VERIZON WIRELESS CM 1.1/4"STD PIPE- _._ - HEIGHTASREOUIRED -� {,"gE �1� " ;y e/� ANTENNA MOUNT—`` `� I ADJUSTABLE CLAMP - 4 T.M LVEY� �o. �, ri O �''' ., GPS ANTENNA-- -.....,__ COAX CABLE IIII • '-/ D,ORE • • ,� SUPPLIED BY ,,it co. VERIZON WIRELESS *� f�, 5262 0 T 6:3" E PLnN ELEVATION SOF Ogg 1 TOP BRACKET No. Date Revision 1 A 09/25115 SITE SKETCH B 10109/15 90%PCD REVIEW SET 27136"Sr4I F:NOT TO SCALE GPS MOUNTING DETAIL 3 SCALE:NOT TO SCALE 0 12/02/15 100%FINAL CD SET O 1 - - Client i Oc)../.N ., NOTE: Pi �' MOUNT RRUS12/A2 UNITS :, a �l ANTENNA PIPE MOUNT- NEAR ANTENNAS - 1:1 @/'wireless 14 ��. �AlbN' ®�� - RRUS12-A2- arm.. A MODULE =� vG ', �i,, I- Implementafien Team: 1 }� E MOUNTING PIPE �" ^ OR TOWER LEG ° El G RRUg,2�N�T IIIIMIIIMI11111111111 BOTTOM BRACKET III a IIIpIhIIe IIIA LC XCO M RAYCAP SURGE SI�PRESSOR - (OW) 11. ANTENNAA8E T9em: j MOUNTINGPIPE3 jI: sRRUS12 UNR //��`PARTS: 11 i I `\1ITEM DESCRIPTION �' I 3L x 1 _ I pl „:::'i,,,,,,' i II 1 LINKAGE ARM,INNER s ?,t.:14,1)a,1$1::::,.: .T l CONSULTING INC. r 14'1:34 BRACKET,ANTI ROT.TOP yasl STww,POLE MOUNT ,1 I �` , ”, MOUNTING 1 HARDWARE f L9gCAGE.6 MECH DEG.OUTER I$1 • xM';i',ei D 1,111 / PIMo:I —'—iii' / POR 'S BRACKET TOP MOUNT,CELLULAR PANEL .,1'1 s I' "' , METZGER '6 BRACKET BOTTOM MOUNT,CELLULAR PANEL a.a«n W, A 7337 SW KABLE LANE " _f tJ 1f� TIGARD,OR 97224 �' BRACKET,SLIDER,6 DEG TILT O ' ®I 16 BOLT HEX,HD Lily U ® I' -dI Drawing Title: 9 NUT,PLAIN HEX --OW MOUNTING -OWMOUNTING CONSTRUCTION BRA - I / BOLT.HEX HD BRACKET BRACKET I�` ale $11 FLAT WASHER RRUS12A2 DETAILS MODULE ,t4:, SPLIT WASHER PIPE Project Number. Date: 1 • SIDE VIEW 12/02/15 FRONT VIEWIS DE VIEW Drafter Designer RM KM Project Manager. Professional of Record: AM CS OVP MOUNTING DETAILS RRU MOUNTING DETAILS Revision No: Sheet No: 0 A-3 27134"SCALE:NOT TOSCALE MECHANICAL TILT MOUNTING DETAIL 2 ;-x17"SSCALE:NOT TO SCALE CALE:NOTTOSCALE RRU & OVP TOWER MOUNTING DETAILS 1 11"x17"SCALE:NOT TO SCALE / • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL 1 DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK '-. SHOWN SHALL SE IMPLEMENTED V.11)0UT PRIOR WRITTEN PARTS LIST APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWFVG AAE 0000REM OTY PART NO. I PART DESCRIPTION LENGTH UNIT WTNET WT. �SUPERSED BY THE LATEST REVISION.ALL DRAWINGS AND TIOng RERAN 1L PROPERTY OF ACOM # 1 3 X-140649 CORNER SECTION FOR LOW PROFILE PLATFORM X2 X2 218.70 656,10 O�RAT ON, 2 3 X-140498 I RAIL PIPE FOR LOW PROFILE PLATFORM 4320 129.59 ``` /\.* 3 3 X-140478 II SUPPORT BRACKET WELO44ENT FOR PLATFORM 5072 15217 ^ 4 �``` ��••/1 4 9 X-140490 FLAT 6 3 X-140986 STEEL GRAD TING(FOR CCENN7ER PIER ECE) 4446 5.500 in 4446 133 31.10 19 7 3 X-140484 STEEL GRATING,END PIECE(LEFT HAND) 27.94 83.83 //�� `````� 8 3 X-140085 STEEL GRATING,END PIECE(RIGHT HAND) 27.94 63.83 ,(�� C>.). © 9 54 X-140488 GALVANIZED GRATING CLAMP 006 3.14 /-✓l 10 3 X-LWRM UNNERSAL RING MOIO4T WELDMENT 68.16 204.x8 • DETAIL A 11 6 X-140650 SUPPORT ANGLE FOR CENTER GRATING 34.938 In 4.77 28,62 [^��) -, T-M •LVEY� 0000 12 24 01203 12'x3'HOG HEX BOLT GR5 FULL THREAD 3 0.22 5.21 F.C+ A. X2 X2 X2 13 18 01208 i_ --- 1re x 6 HOG HEX BOLT GR5 FULL THREAD 8 0.49 8,80 • '// 4.0.• //4' NA 14 12 038112 3R•x11(7 HOG HEX BOLTGR5 1.5" 007 085 ..D,ORE///4, , t 15 12 G38NUT aB'HOG HEAVY 2H HEX NUT 0.03 041 'V(��j • ANTENNA SPACING FOR /// ; L,\\\\` , ANTENNA SPACING FOR f, • 5262 PLATFORM WITH 12 /// /4' \\\1�\\!: I PLATFORM WITH 9 16 54 G14112 114-20 x 1-1/2'HEX BOLT 1.5' 0.03 1.65 ANTENNA MOUNTING PIPES .p////,7//4r 'S\\\`\\\\\\\f- ANTENNA MOUNTING PIPES 17 54 G14LW 114-20LOCKWASHER 0.00 0.13 n //////////4r \\\\\\\\�\\ / 18 54 014NUT 04.20 HEX NUT 0.01 0.66 �� Y /////�/4• �.\\\\`\\\\\\�\\ - 19 138 012FW Ire HOG USS FLATWASHER 0.03 4.70 OF //// //% \\\\\\\\\\\\\\\ 20 138 G12LW Ire FOG IOCKWASHER 0.01 1.92 it . ///� // \\\\\ �:, X 21 138 - 0129657 Ire FOG 000W 2H HEX NUT 007 9.88 ,�.� ` �0 '; \\,\Q\�w•A�1.� 2z 30 GSBLw 518'Hoc LOCKWASHER 0.03 o.te /� •`� •,.e.' \\\\\ 23 1z GSBNur SR°FmGFAw 2H HEX NUT 0.13 1.56 No. Date Revision / 24 12 A582114 518'x2.114'HDG A325 FE7(B01.T 225 in. 031 3.75 �f �//// //// \ 25 B C 2JrE'O.D.VERTICAL MOUNT ANTENNA PIPES o E F A 09/25/15 SUE SKETCH /(/�_ //// / / \\\\\\\ \\\\ M 9 XSP219 SMALL SUPPORT CROSS PLATE 8.25" 8.61 7749 W2ft/ ///// ///// \\\\\ \\\\"�`1; 26 11 XSP219 SMNl SUPPORT CROSS PLATE 8.25' 8.61 ,0333 B 10109/15 9D%PCD REVIEW SET / \ \ 27 /e x-5812121/2'x a1f7 x 4177 x 2•u-BOLT4sosan.39 �� \` \\\ 27- 2a x-0Bu,z1/7x2-17x4,mxr UAOLTds06315000 12012/15 too%FINAI-CD SET 29 18 A58FW '' /// /// / \\\ \ `\\\ g 28 18 x-UB,3os1Y7 x 35R'x s x 3'u�OLr6' 0.0311.941/ I \ \\\ za za x-5873061YCx3SR'x6'x3•uAOlrs• o.e3 __ 1918 iY, ' \\`\\\\�\O\\\\\ 30 ,e A58NUT --------frB'SHOG A325 IB'HOG A325 HEX NUT R---------`-- I -- o.13 z 2 - - //'''',,,�4•i <�x*.''",:\ 31 9 G58R 29 5'8'x24'THREADED ROD 24' 2.09 18.82 / 4 A� 31 9 GSBRiB ` x48'THREADED ROD 48' 4.1837.63C� 1ll ',. /� /// 4.100.1.°1 . '` \\\\\\� \\ \ :. TOTAL WT.A 264.35 . nt • /%////�Q///�J, I MONOPOLE ,A \\\\ ASSEMBLY NO.'A' QTY IT PART NO."C" LENGTH'D' UNIT WT.'E' NET NT.'F• TOTAL WEIGHT/c,�_ _- = •>�\ @I' wireless / - \`• OMSPJ96 12 P296 96' 2929 351.48 ,915.05 \ --, _,...................:-. E ,3'-5716 I Implementation Teem 4 (41117mm] BETWEEN END PLATES I i 000\ 00 LCXCOM 0 r, 0 �O \ \\\\�\` AV\ ,0 ME \ DETAIL AA ME Team: 1171 \ ,,,,,,, . \ 4,0'\ A46411.7.00)) 4.111‘44 '''''A 0 \" `` ®ppp •0 00 0 X2 x2 X2` CONSULTING INC. ,(01‘ Anil g `\`\\\\\\�\\\\\\\ �' G ©p 'Project Info: 1 "-- /! !�� ! "�o....;,'"..'•,'• 0 0 POR 1' . • ' . ��` \"oo\ ',OS-eV� M ETZGER \\ \\\\ 7337 SW KABLE LANE A A ,,�\� `.I'� \\0\`�\\\�\\\\\\ DETAIL A DETAIL B TIGARD,OR 97224 \ .�\\\`, / Drawing Title: ., 9EET p ANTENNA • ---- = FOROETAx PLATFORM OF ANTENNA PPEI 0000 ATTACHMENT SPECIFICATIONS NOTE:ANTENNA PIPES MO MOST OF THE GRATING • - `T I �('+ gg-eREMOVED FOR CLARITY.C A •'" Iltl � PIo]eel Number: Date:7' .Ipi�yl!. zo / D ,•� Date: 15 Drafter Designer. .., rn i >-s2 � {n Lin. .L M •- •� J 1 _„ II_P ElDETAIL C DETAIL D 0 RM KM Project Manager Professional of Record: NOTE: PROVIDE HANDRAIL KIT:PART#949083 AM CS Revision No: Sheet No: 0 A-3.1 27434'SCALE:NOT TO SCALE PROPOSED ANTENNA PLATFORM SPECIFICATIONS 1 - 11'417-SCALE:NOT TO SCALE / DO NOT SCALE DRAWINGS.CONTRACTOR MIST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WRNWD PRIOR WRITTEN CONCRETE: REINFORCING STEEL: APPROVAL.ALL PREVIOUS SSUES OF RIS DRAWING ARE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, • BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. SUPE CIFICATIONS REMAIN Eur, AND OF ACOM . REQUIREMENTS FOR REINFORCED CONCRETE 'AND TO THE PROJECT CORPORATIOR. SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. 2. UNLESS OTHERWISE NOTED.ALL CONCRETE SHALL DEVELOP A MINIMUM l COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED. BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF ACI 315. •QQ T1'�� ,QA CONCRETE IN ACCORDANCE WITH ACI 211, ' PROPORTIONING CONCRETE q. .D Alit, MIXTURES ", AND ACI 301, ' SPECIFICATIONS FOR STRUCTURAL CONCRETE. ' 4. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT 1y OF ALL CONCRETE AND MASONRY REINFORCING STEEL SHOW ALL rte 4. READY-MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. WALLS AND BEAMS IN FULL ELEVATION. (' 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH /r T.M .LVEY ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS --31/2'0 SCH 40 HOT DIPPED '�/ / OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. GALVANIZED PIPE FOR ICE BRIDGE NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED OTHERWISE. SUPPORT WITH END CAP 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. _e/ _ tfk R • D,ORE •e 6. WHERE INDICATED. REINFORCING BARS SHALL BE WELDED IN ��pY� j ,(� 5262 7. DO NOT USE CHLORIDE-CONTAINING ADMIXTURES. ACCORDANCE WITH AWS D1.4 'STRUCTURAL WELDING CODE - •O.- _.�` -7 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 3O5R. REINFORCING STEEL'. gA :��1;�' 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS, REINFORCING / '�� llll"_` "` CONCRETE COVER: SHALL BE HELD IN PLACE WITH "DUR-O-WALL' REBAR POSITKNIERS, --------- '`;` :::, . COVER, OR APPROVED EQUAL, PRIOR TO GROUTING. / .:, ,,: / INCHES 'I" `� '`,,",,``•`"`\'' CONCRETE CAST AGAINST AND 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, 41.14141`111.41,141114,4:4":"../: ' PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO \ .'S:`� . No. Date Reviabn PRINCIPAL REINFORCEMENT. O �� A 09125115 SITE SKETCH CONCRETE EXPOSED TO EARTH OR LAP SPLICES: ``. :`• - '�� /6 THROUGH #18 BARS 2 '1" :v%%%Ut•-.- HOT DIPPED GALVANIZED STEEL GRATING B 10/09115 90%PCD REVIEW SET a) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL I► !:U `;�.`• :V.'4"•`'"` /5 BAR OR SMALLER 1 1/2 .A .... `� 0 12102/15 100%FINAL CO SET OR IN CONTACT WITH GROUND: >t .-'••�+`...1.. r'le. 1 _ _ SLABS AND WALLS C) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS 1 #14 AND #18 BARS 1 1/2 U.N.O. •�'`w _ 2 /11 BAR AND SMALLER i t. d) WELDED WIRE MESH - MINIMUM LAP 8 INCHES. MEASURED COLUMNS BETWEEN OUTERMOST CROSS-WIRES OF EACH SHEET. Client: 1 PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2 10.ENSURE THAT A MINIMUM OF 2 - #5 BARS ARE PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 10.UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES FOR ALL REINFORCED CONCRETE SLABS. ' 11.PROVIDE 1 - 05 NOSING BAR FOR ALL SILLS, LEDGES. CURBS, PADS AND STEPS UNLESS OTHERWISE INDICATED. 11.PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: erIwlreless 12.NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER 1. SHELTER:ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. t? THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED Ea ., OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER IN WRITING TO ACOA CONSULTING PRIOR TO FABRICATION AND CONSTRUCTION. �� Implementation Team: 1 13.PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, DESIGN DATA 2010 OREGON STRUCTURAL SPECIALTY CODE I I ,, CURBS, PITS, UNDERGROUND DUCTBANKS. WIND SPEED: 80 MPH I 14.ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. (3 SEC.EXPOSURE: OUST) I : B 15.FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE IMPORTANCE FACTOR- 1.00 ILXC�M OF FLATNESS FY-25 WITH LOCAL MINIMUM Fr-17, AND MINIMUM VALUE OF /-ICE BRIDGE SUPPORT C I • LEVELNESS.FL=20 WITH LOCAL MINIMUM F1-15. MEASURE FL AND Fr WITHIN 72 / PIPE FOINDATION L J HOURS OF SLAB CONSTRUCTION. -•!/ 16.ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE. UNLESS C✓ �'� OTHERWISE NOTED. f I 17.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR I I ASE Team: M DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. i I 18.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR ( I / 48'DEEPS 18' DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY ,./ lCONCRETE AUGER 040)MI 'I. ALL SIZES D LOCATIONS OF ALL ELECTRICAL OPENINGS AND EQUIPMENT PADS I J WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. '.. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL '- I OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONSULTING INC. 122•n34-SCALE:NOT TO SCALE CONCRETE AND REINFORCING NOTES 3 , ( ,1•417'SCALE:NOT TO SCALE 3-12'0 SCH 40 HOT DIPPED Project Info: L • LED LIGHT EQUAL TO SPALDING LED LIGHT EQUAL TO SPALDING GALVANIZED PIPE POR i #ARF2 LED FLOOD WI ARM/POLE MOUNT 1, .--------- YARF2 LED FLOOD W/ARM/POLE 200A METERIENCI OSURE PER AS REQ• 'D LEG) (MOUNTED TO H•FRAME MOUNT E OPTION(MOUNTED TO 7M ENTZ LEG ESR UTILITY COMPANY REQUIREMENTS E --(PTLC)POWER TRANSFER TIGARD,OR 97224 �_. , INTEGRATED LOAD CENTER s1=� GRADE a\ -. =4 SHED 40 GALV PIPE - s,f%.f:.f s=s:..-.i.r`` Drawing BACK TO BACK 2' h I ; j �\\\\/\ n• \\�\\/ Title: UNISTRUT W/CAPS I x,11_ �..lj 8'PIPE STRAPS USED ON ALL '• `- - SAFETY BOX t UNISTRAPTOPIPE MOUNTINGS CONSTRUCTION Q _ _ (INTERSECT 39'x20-x20-) L, / ° /-18'0 CONCRETE BASEbp DETAILS I ,I�I� vr -■�\`-BACK TO BACK 2' UNISTRUT W/CAPS PRojed Number. Date: I FINISHED G-•P. I 11.1111111111MIIIII 12/02/15 Drafter. Designer. /- RM KM • FIBER ENCLOSURE ';; �:-48"DEPTH x 18'DIA to (SIZE AND TYPE PER "CONC AUGERS Project Manager. Professional of Record: FIBER PROVIDERS 1I , AM CS RECOMMENDATIONS) ,{{��..�� ., 18"_..__4, Revision No: Sheat No: 0 A-4 22',34'SCALE:NOT TO SCALE H-FRAME DETAIL 2 11SelTS NOT TO SCALE SCALE ICE BRIDGE DETAIL 1 - 115R1T SCALE:NOT TO SCALE / - DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY AU- MANUFACTURER: 2R?" MODEL:RCMDC-3315-PF-48 1'-7" MANUFACTURER:ERICSSON as NDINENSIONS O VARIATIONS MODIFICATIONS TE GN MODEL:RRUS 12 WORK 1111111111110 HEIGHT:11-7"" 1'-3 X HEIGHT:1'8' AP�PROVALAL.ALL PREVIOUS ROVES DRAWING ARE HALL SE 1./PLEMENIED WITNOUT PRIOR N WIDTH:i'-4' WIDTH:1'-T SUPERSEDED eY TRE LATEST REVISION.ALL DRAWINGS AND r•-"` --- ----- DEPTH:10' I DEPTH:B• �IGnaxs REMAIN THE PROPERTY of AcoM WEIGHT:289 LBS(WITH MOUNT) t# 1 WEIGHT:58158 ooar�nAllor�. COLOR:DARK GRAY '.111,1111•21I1 11_l COLOR:OFF-WHITE m ) �! �. I i i 11 i J! Ii NO 1 ;s. i "` PLAN VIEW .,gF'D _aL�J_ • 1'-7" B" � /Q�/�r T.M/`LVEYY PIAN VIEW 1'-3" 3" ''/I L-,,,,',,,,,. f''.`,':" Titi 11 ji-----N )ii \ • •• / DORE • i/ ,:i.,,..":„:,,,,,,:ii `s5252 ilOc.. fi • ,, ND. Date Revision :17---------,1-:---- - +> ., __ 1i 7 s, A 0926115 SITE SKETCH .-,e • • >1- .'-._...____� .+ .._.____.__._ B 10109!15 90%PCD REVIEW SET 0 12102/15 100%FINAL CD SET 1i®" 1 - - FRONT VIEW 'IDE VEW FRONT VIEW SIDE VIEW 2 _ _ Client 1 22•44'SCALE,11•s17•SCALE:NOT RAYCAP SPLITTER DETAIL (OVP) I ;, Ste'oTTo E ERICSSON RRUS12A2 DETAIL 4 T;� ERICSSON RRUS 12 DETAIL 13 MANUFACTURER:ANDREWS MODEL:RBA72 MANUFACTURER:CHARLES HEIGHT:r: 80 •.000000.• 2'-5^ WIDTH:7-8" MODEL:PM83922RF er wireless DEPTH:7.11' HEIGHT:T3" WEIGHT:1850 LBS(FULLY LOADED) WIDTH:7-8" • " 1 COLOR:OFF-WHITEDEPTHWEIGHT:Y-0":50 LBS• ^• I -MI— • - r.- Ni • • CALOR OFF-WHITE Implementation Team: t —. _.. 0 •VERIFY PROPER VOLTAGE . • , 1PRIOR TO ORDERING • N': it LEXCOM 2'-6" i, 11111113 PLAN VIEW PLAN VIEW A8E Team: PLAN VIEW / ' 3-3" CONSULTING fie.............___ / ONSULTING INC. / ---- ----7 1 2•-8" 2-8" - - - Project Info: 1 - - A POR METZGER j [[[ •' 7337 SW KABLE LANE [ TIGARD,OR 97224 III Drawing Title: • • • © • o EQUIPMENT O m DETAILS © • • • • • Project Number: Date: ( • © ' 4 • i 12!02/15 , • • • Drafter: Designer. RM KM _ • • • a --._.--\ .11611 1.111Project Manager: Professional of Record: AM CS " Revision No: Sheet No: FRONT VIEW SIDE VIEW 0 A-5 SCALE:NOT TO SCALE BATTERY/POWER CABINET DETAIL I 2 7.121:::/314;T SCALE:NOT 70 SCALE SCALE RF ENCLOSURE DETAIL 11 11N1T 11k1 T SCALE:NOT TO SCALE DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL MANSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OSSSSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRITTEN PER PLANS APPROVAL.ALL PREVIOUS ISSUES OF TEAS DRAWING APE / / -3/4"CHAMFER EDGE-TYP SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATOR. 7 9" REINFORCED STUB UP 12"ABOVE SLAB CONTRACTOR TO GRADE AND / / CONCRETE (MIN)COORDINATE IN /� SLAB FIELD(FOR GENERATOR BLEND INTO EXISTING SITE ONLY) GRADE Ire..ate-�-�- e� f b`. f e f`. / If F R .f f 1 �f f `f, f ` }�� ,/ 1 3 4 1 ff .f..�. Y el t if. t. f R "' ". i . �f .f 1. Rf f ✓ r� I \/ /\; \\\/\\CV>k /\//\//\//\//\//\//\//\j/�//�//�/V\ /l/' <//.� V? j//.�/i/.�/:if.i i/ j,\ \ \ \ \ \ \ \ \\\\\\\\\ \\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\/Y/. ` I . / TLVEv (i ^RR • D,ORE 440co. LJ I MIN 4"OF#57 WASHED STONE V(, 5262 VAPOR BARRIER UNDER SLAB, BED 0 PERIMETER ON LANDSCAPE �, 3 `e�'-�N-u� \ 6 MIL POLYVINYL WEED BARRIER '4 op 09 1 I = `CONDUIT SWEEP 1' I (FOR GENERATOR ONLY) -� PREPARE SUBGRADE BY REMOVING I EXISTINGTOP SOIL AND COMPACTING 1 EXISTING GRADETO 95%RELATIVE No. Date Revision DENSITY USING CLEAN COMPACTED __1'-10" . FILL MATERIAL AS RECO A 09/25/15 SITE SKETCH B 10/09/15 90%PCA REVIEW SET O SCALE:NOT TO SCALE TYPICAL CONCRETE PAD SECTION _ 4 0 12/02/15 100%FINAL CD SET i ____--_-�; 11.417- /„'xIT,T SCALE:NOT TO SCALE ° I i 12"0 THREADED ROD - - I EMBED 3'W/HILTI HY200- 2 - - MIN(4)PER CABINET. COORDINATE WI CABINET ( Client I (I MANUFACTURER(TYP) ?I 14"THK CONC.SLAB W/2 LAYERS - VERIFY LOCATION OF GENERATOR 2! /ff oF#S(TOP BBOTTOM)�1roc 11 POWER STUB/UPS WITH MANUFACTURER `T'1 EA WAY(PD=3000 PSI 0228 DAYS) ---"GLEN.BOX FRAME PRIOR TO CONCRETE POUR.REFER . PART OF CABINET TO DETAIL 7 THIS SHEET FOR STUB-UP 4'-0" , \- (TYP) INFORMATION /....__. .__. ....../ • _ ..._____. _.__ r i 4 < 41 eri aDwireless 1 11 3" 3-5" 3' 4 i Implementation Team: l 10"THK CONC SLAB \ .4 i4 4 c =o v,' W/#58)12"0062 MID � / rJ 4 NEW T-9'n 27-0" CONCRETE SLAB SPAN —" ',__ _+- -;�-._ ,-T FER EDGE LEXCoM I = 4 r''t4 4 Jac 1- o� OUTLINE OF GEN 41 A&E Team: 1 I'------- °� O P///BASE FRAME 4 j. S (12611711477.)) &I� • r 4 -1/2'OTHREADED ROD .1 t__ ..../". EMBED 9'W/HILTI HY200- 1 f4 I 4 O -i MIN(4)LOCATIONS. COORDINATE Wi :4 ' I,4 CONSULTING INC. I - 07 GENERATOR MANUFACTURER I 4 ; 4 , II, ' ' -I i Y J 4 � Project Info: L PS PLAN VIEW If 2, " / fV t 4 __.! _.i._t t � POR 1 ; U 4 ; METZGER , . - 1 7337 SW KABLE LANE .J ._.. {t- -4._ .- — TIGARD,OR 97224 12"0 THREADED ROD EMBEDDED 33W/ 0 b4 4 J HILTY HY-200.MIN(4)PER CABINET • I 1 t 4 QU < Drawing Title: I 14'THK CONC.SLAB W/2 LAYERS L - J J 4 ��4 4 OF#5(TOP B BOTTOM)IQ 1r OC " 4 - L__._. EA WAY - \ -I. 4-3---: '�-._--,—U t• FOUNDATION GALV.BOX FRAME DETAILS PART OF CABINET / ,3°MIN TYP. j O'GENERATOR -- 10" T'9" / Project Number: Date: 1 3'-2" 12/02/15 - 41111111t / / / / Drafter: Designer 31/2" 3-1/2" RM KM Project Manager: Professional of Record: AM CS SECTION VIEW Revision No: Sheet No: 0 A-6 11"�SCALE:NOT TO CABINET ATTACHMENT DETAIL 3 �rS�NNOTTOOSCALE GENERATOR PAD DETAIL 2 S�NOT CONCRETE EQUIP. PAD DETAIL 1 . DO NOT SCALE DRAWMOS.CONTRACTOR MUST VERIFY ALL _1 DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR MANUFACTURER'S SPEC'S: OMISSIONS PC VARIATIONS OR MODIFICATIONS TO WOW FUEL TANK NOTES: APOWN PROVAL PREVIOUS ISSUES OF OUS PRIORWRITTENARE MANUFACTURER MTU ( SPPRRVAL AD SR REV LAT■SUESOFTN■LDWASE SUPERSEDED CATIC Y RHE THE REVISIRALL ACOM DRAWINGS AND • CORPORATION S REMAIN TILE PROPERTY OF ACOM DIMENSIONS 92"x 36"x 102"(LxWxH) CORPORATION POWER STANDBY Kw(Hz):30(60) VERIZON WIRELESS FUEL TANKS WITH SECONDARY CONTAINMENT j 1 - FUEL DIESEL(210 GAL TANK) MTU FUEL TANKS ARE REGISTERED WITH U.L.TO MEET OR EXCEED U.L.142 RATING 1_-�' • \ TOTAL WEIGHT 3350 LBS FUEL TANK BASE CONSTRUCTION: T NOISE DATA 64 dB el 23 FT. • BE CONSTRUCTED IN ACCORDANCE WITH U.L.STANDARD 142 g�+D �C 4 _ BE CONSTRUCTED IN ACCORDANCE WITH NFPA 30,NFPA 37 AND NFPA 110 �rf� ;111[Hi ,f NOTES: • INCLUDE REINFORCED STEEL BOX CHANNEL FOR GENERATOR SUPPORT,WITH { - 6 LOAD RATING OF 5000 LBS PER MOUNTING HOLE LOCATION-FULL HEIGHT & a 'ii j# 0/C— GUSSETS SHALL BE PROVIDED AT GENERATOR MOUNTING HOLES. y T.M VEY ti ' • ul n 1. REFERENCE MANUFACTURER BASE DRAWING:VZW HSD SSS • BE SHIPPED WITH CERTIFICATE STRUCTURAL/MECHANICAL INTERGRETY, ^'" /i I Iii i r A 210GAL,30KW(DRAWING#:XZG3000100058) CERTIFYING THAT IT HAS MET STANDARDS THROUGH RIGOROUS TESTING AND • ' • 1 `( 2. WEIGHT INCLUDES THE GENERATOR SET(WET),ENCLOSURE, HAS DEMONSTARTED SPECIFIC CAPABLITIES OR/ o,ORE j SILENCER AND TANK(NO FUEL) 3 c.....01 JI1I 11111'. 3. VERIZON WIRELESS SHALL UTILIZE ALL INTERNATIONAL FIRE SUB BASE TANK TESTING: '�� 5262 i I • " CODE(IFC)FUEL CONTAINMENT MEASURES SUCH AS ENGINE �`j }I11.I t1I.. I FLUID CONTAINMENT,ALARMS ON ALL GENERATOR LIQUIDS PRIMARY TANK AND SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE SOF �g 1 I,--i �l•`. , ( • I AND DOUBLE WALL FUEL TANKS. PRESSURIZED AT 5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE , \ 4. GENERATOR MUST BE SCHEDULED TO COMPLETE WELDED SEAMS PER UL 142 STANDARDS w MAINTENANCE OPERATION DURING DAYTIME HOURS ^ 5. SOUND LEVEL 64dB @ 23FT FUEL CONTAINMENT BASIN(WHEN REVD) 1 6. GEN-SET IS OFF-SET 1-7/8"TO LEFT SIDE OF BASE No. Date Revision /ENCLOSURE SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASE,SIZED AT A A 09/25115 SITE SKETCH 7. ENCLOSURE&EXHAUST SYSTEMS ARE NOT SHOWN IN TOP MINMIMUM OF 125%OF THE TANK CAPACITY TO REVENT ESCAPE OF FUEL INTO THE TOP VIEW VIEW ENVIRONMENT IN THE EVENT OF A TANK RUPTURE B 10/09/15 90%PCI)REVIEW SET - '- - LEAK DETECTION SYSTEM: j 0 12102115 100%FINAL Co SET • � A FUEL CONTAINMENT BASIN LEAK DETECTOR IS SUPPLIED AND WIRED FOR ALARM \ CONDITION VISABLE FROM GENERATOR CONTROL PANEL.A REMOTE ALARM IS ALSO 2 J 0 trll of \ PROVIDED FOR REMOTE MONITORING / • Client: 1 I O,H@idJrDER 0 .COOLANT 1I SUB BASE TANK VENTING: cam. NORMAL AND EMERGENCY VENTING:NORMAL AND EMERGENCY VENTING SHALL BE i\ OAOLTA' ©SYSTEM LEAKS I SIZED PER UL 142 SPECIFICATION FOR WETTED SURFACE AREA OF TANK \ 0 ; COOL.ANT OL.OW FUEL / AIR OLD DIESEL STORAGE NOTES: en wireless t t I ,) - - - / (210 GALLON UL 142 LISTED DOUBLE WALL SECONDARY CONTAINMENT TANK) • DIY—�`/ 2'-. 911 r DIESEL FUEL IS A CLASS II COMBUSTIBLE HAZARD Imgememauon Tin: VISIBLE HAZARD IDENTIFICATION SIGNS SHALL BE PLACED ON STATIONARY I • Fa: '— � • .I ABOVE GROUND TANKS AND AT ENTRANCES TO THE LOCATIONS WHERE 1's = -T si. • HAZARDOUS MATERIALS ARE STORED,DISPENSED,USED OR HANDLED.1s is _'�,rzi NR IN /''�x _ r _ oSIGNS SHALL BE PROVIDED AT SPECIFIC ENTRANCES AND LOCATIONS AS LE xic ]m _ a : - - , =� " DESIGNATED BY THE FIRE MARSHALL V `-, e ' IN ADDITION TO THE HAZARD IDENTIFICATION SIGNS REQUIRED BY LOCAL 1 at:�� N AND STATE CODES,ADDITIONAL HAZARD IDENTIFICATION AND WARNING (( ,•. 11��ii�y , SIGNS SHALL BE PROVIDED AS FOLLOWS: ME Team: I I'��i III� f 1l 1�t �', STATIONARY CONTAINERS AND TANKS SHALL BE PLACARDED WITH t 1\ HAZARDOUS IDENTIFICATION SIGNS FOR THE SPECIFIC MATERIAL ''%'- I1I\a�\ t I . • CONTAINED SIGNS PROHIBITING SMOKING SHALL BE PROVIDED IN THE (�(•)) r 7 �. \��'" FOLLOWING SITUATIONS:IN ROOMS OR AREAS WHERE HAZARDOUS I ► n-u■I►` M ° O ; MATERIALS ARE STORED,DISPENSED OR USED IN OPEN SYSTEMS • !x'■� � • , WITHIN 25FT OF OUTDOOR STORAGE,DISPENSING OR OPEN USE 1. ''1L L��Ilyw►•I !�i'� '�• AREAS,SIGNS SHALL NOT BE OBSCURED OR REMOVED.SIGNS SHALL CONSULTING INC. ;c ' I!�II-iI ■ k ° ` _ BE IN ENGLISH AS THE PRIMARY LANGUAGE OR IN SYMBOLS ,� I I I li i I_ 1 III 1 o ALLOWED BY LOCAL AND STATE CODES.SIGNS SHALL BE ALUMINUM �� Q'+•�—��_�� ° + WITH RED 3"LETTERS WITH 1/2"STROKE IN ACCORDANCE WITH sIc.��y; � RECOGNIZED STANDARDS Project Info: ' — 1 • I' / #�•7"' SPECIAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS DETERMINED BY THE POR FIRE MARSHALL METZGER a -• a 7337 SW KABLE LANE v SPILL CONTROL AND SECONDARY CONTAINMENT SHALL BE PROVIDED IN TM•ARO.OR 0/7220/ jACCORDANCE TO LOCAL AND STATE FIRE CODES STYLE:WARNING SIGNS SHALL BE ALUMINUM WITH RED LETTERING ON A Drew np Title: I WHITE BACKGROUND AND SHALL READ,"DANGER-FLAMMABLE LIQUIDS". GENERATOR LETTERS SHALL NOT BE LESS THAN 3"IN HEIGHT AND 1/2"IN STROKE. SPECIFICATIONS 0 TANKS SNORMAL HALL BEPROVIDEEMERGENCYDIN O LORAL DVENTING FOR UNPROTECTED O STATEVE FIRE (REFERENCE ONLY) CODES I FLAME ARRESTORS:APPROVED FLAME ARRESTORS OR PRESSURE VACUUM Project Number: Date: 1 BREATHER VALVES SHALL BE INSTALLED IN NORMAL VENTS 12/02/15 • \ \ Q —c SECONDARY CONTAINMENT:PROTECTED ABOVE GROUND TANKS SHALL BE KMS I PROVIDED WITH SECONDARY CONTAINMENT,DRAINAGE CONTROL OR Project Manager Professional of Record: 76.0" DIKING IN ACCORDANCE WITH LOCAL AND STATE FIRE CODES RM AM CS / Revision No: Sheet No: SIDE VIEW END VIEW 0 A-7 GENERATOR SPECIFICATIONS (MTU - VZW HSD SSS) 1 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS ON AM ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORN SHOWN SHALL SE IMPLEMENTED WTTIOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF TRW DRAWING ARE SUPERSEDED SY THE LATEST ND FUEL TANK/VENT NOTES: SPECIFICATIONS OF LL SPECIFIGTIOrNB REMARK THE PROPERTY DF AWMI CORPORATION. , • INSTALL 2 a,3.O.D.SCM 40 BLACK IRON PIPES FROM FUEL VENT PORTS 1 TO TOP OF GENERATOR ENCLOSURE.CUT HOLE IN TOP OF GENERATOR AND INSTALL WP FLANGE ASSEMBLY.TOP OF BLACK IRON PIPES(VENT PIPES)TO BEA MIN.OF 121-0'ABOVE ADJACENT GRADE.INSTALL INSTALL MUSHROOM CAPS OW) PIPES) CAP AT TOP OF PIPES � D A�11 • 3'O.D.SCH 40 BLACK IRON PIPE(INTERSTITIAL VENT)TO BE ROUTED AT l_,�(J�._' R ��??? EXTERIOR OF TANK/ENCLOSURE&TO BE A MIN.OF 12,0"ABOVE GRADE • --- ----STRAP VENTS TOGETHER ' I TANK SHALL BE DOUBLE WALLED AND CONTRACTOR SHALL PROVIDE 1 ii T. LVEY�0VEGENERATOR APERMANENT NAME PLATE INDICATING THE UL 142 LISTING •AS REQUIRED FOR STABILITY . Al, -IR • D,ORE •6 • 1 _ CUT HOLE IN COVER - CUT HOLE IN COVER,INSTALL v�(I�' 5262 . ____...._J _._.__...._..•�� INSTALL WP FLANGE —•`� WP FLANGE ASSEMBLY � . 'Q O1 ASSEMBLY VAPOR PROTECTION NOTES: F .� _ —GENERATOR— _ .-- �: // 11 Ma - m • CONTRACTOR SHALL PROVIDE!INSTALL A DRY IOCKICAM BREAK AT TIME1 INSTALL 3'O.D.(EMERGENCY / U M.tlpl OF GENERATOR INSTALLATION PER OFC 3404.27.5.7 d NFPA It37 2010.8.82 1! w.aMal CLOSED PIPE SYSTEM(TANK MOUNTED) No. Date Revision 1! VENT),Y OD.(FUEL VENT)8 • �II3O.D.(INTERSTITIAL VENT)�'�T' SCH 40 BUCK IRON PIPES o aA 09/25/15 SITESKETCH 1 i0 TANK VENT PORTS.ROUTE 1 1 1 11 17-0'ABOVE ADJACENT GRADE 11� i B 10109115 90%PCA REVIEW SET \\ I! I, TIE PIPE TO GENERATOR W/ _ — 1 O I 0 12/02/15 100%FINAL CD SET IBM . �, $ \ \ GENERATOR ® \\ 1 GENERATOR FUEL TANK \ \\' 2 - EXPANSION ANCHORS- CONCRETE PAD \\'-INSTALL 3'O.D.(INTERSTITIAL VENT) Chant SCH 40 BLACK IRON PIPES TO TANK VENT PORTS.ROUTE 17-0•ABOVE ADJACENT GRADE TIE PIPE TO GENERATOR WI CLIPS er wireless FRONT VIEW SIDE VIEW IRplenlentalion Team: t LCXCOM A&E Team: 1 00) CONSULTING INC. Project Info: L POR METZGER 7337 SW!CABLE LANE TIGARD,OR 97224 Drawing Tilt: GENERATOR SPECIFICATIONS (REFERENCE ONLY) Project Number: Date: 1 12/02/15 Drafter. Designer. RM KM Project Manager: Professional of Record: AM CS Revision No: Sheet No: 0 A-7.1 GENERATOR SPECIFICATIONS (MTU - VZW HSD SSS) 1 , V DO NOT SCALE DRAWINGS.CONTRACTOR MVERITY ALL VERALL ' DIMENSIONS AND ADVISE CON&"TANTS OF ANY ERRORS OR - OMISSIONS.NO VARIATIONS OR MODIFICATIONS TOW NE(Ewa.Po*•..wY ONE STER MAO..A w MN.Wow.pmN.• SISHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE NwA'y Owrw.FyWI*w Tlw-IIYw..Ib Whom NI* SUPERSEDED REMAIN TIE PROPERTY OF ACCRA BATTERY REQUIREMENTS M' SSOARSM•""»-»`°•°`°•"•,M'°'-w°..ww. CORPORATOR. PROJECT BATTERY SYSTEM DATA r■ vat 11 •wom,Mr YAWN M et•wN, w .e.lREDw S NNW.awe q \ N NMI Y•W B ATTERY TYPE VALVE REGULATED LEADACqIAIILN _ TIMrr.N.wwMi• N(kMECOMlAM BATTERIES RECOA6ANT BATTERIES • .Se S.awe w.are NO.OF BATTERIES M REQUJEEEMS T9.0p0®n N Y VALVE NNW NATTIER .aI.a • B cow.r.cow.rwr.w+Mww•�.w ORE .(}y 'ATTENDS I.w.r•Tao w mew r wade p.m.wen W Mo w.ww r...w �(� � Alt'BMANUFACTURER ATTERY C&D iECIMOlADEB,INC. SAFETY GAPS WA WA •o�iyB WA n�rre�n•.IMIr•M.sl w p1..•a cow.r w wells r II r bob w es,. � MODE./REBER TELI2•IEE COS SR1TB:PER MANUFACTURER THE MERCURE E PRODUCT AT436UMLBA . re••w•.w1a1.rsMrr•w . • COMEIRMTION FRAME ANESfOf WENT CAP. • R.A.•arN wave WIN W wwp w w..r•.uw.w Ra I.r.. A OEEIM(UN 22.01•Ws12S0•Na4JlR•OP MAr WAY IMA I WA I •oi�m I WA • Iw•�•iw.S w,••—••R,c rwR.werr-.mow.1.*.5 ,[v T.M VEY WBNIT 131.0 LBS PER BATTERY • It E.r•r. w.wwAwbw.www.o*w.Rn.RwwwlS NOM a I+I 41 COMMENTS:BATTERY O MORE RESILIENT AS A REEL)LT OF THE IOW BPE FIC GRAVITY FINOWETwo I/Y/, NO OFCALS PER MT SPECEIC GRAVITY LEAD MT PER CELL ELECTROLYTEWEGHT Pt SULFURIC ACID BECTROLYIEVOLUE ELECTROLYTE VOLUME I D0S1GN.HOWEVER,ADDITIONAL DC RIVER RANT TEMPEIATUECOEABRSATION MAY Be w aay..a w»Irrr owe*...Ng WNW.Wm.NNW '" • (RBS) PER CELL Iles) WEIGHT BE8) PER CELL(GAL) TOTAL(GAL) BE REGUlED BY JURISDICTION.THERMAL RUNAWAY PfOCEDUREACTION NONAGE SHALL • I • BE POSTED FOR EASY ACCESS N ALL BATTERY AREA& I I*5.5 GRI- a�E.�••w MS ael*p•pvi••R•w•WRE ad -.- D ORE j co. 8 1.ffi0 TSA 4.S /A OA ZA SPEC WNTNaAL I WA WA I.__ LI: IMA _.. 1 OW are••wMp AWwar.•OaA1 — — ---' — — — I eu: i 5262 BATTERY RBLACBEITNOT@ CORE@IIS BPBL CONTROL.NOT REQUIRED BY FC FOR11 MT TYPE BATTERY. SHELF MOUNTED NRRBN COWL TYPE 3R RATED,/LF.CONTAMEDENCLOSURE OMEETWTTH BMRONB3RALCONTROLS) HOWEVER THE BNOIIOMIBNCOUNTY MUMS MILL CONTROL FOR BATTERIES �� I CONTMNNG MORE WWI A/GALLONS OFACCUMIMTNE ELETROLYTEVOLLBE ALL 014,, 0r BATTERY B/CLOBURE CABINETS SHALL BE EQUIPPED M111NAMUM TORT ME KE TRAY LINER METALLED AT THE BOTTOM OF TIE ENCLOSURE TO BUITTTE.BNMDICTICM. I COOESEG SENSE PROJECT BATTERY SYSTEM DATA CO, 'IN �AON T3NP „ OR8 AS WA YES NUPCIURB3 FOR SUCH A THERMAL RUNAWAY PROCEDURE 7 - \ PIUPOSE88HALLBE EMPLOYED AND RACED TTE MEMORIAMMEMORIAMOR PBWEIEIaF 1 CLOBURENS PER NEUTRALIOATION DEVICE YAIAFACTURER5 RECOMMENDATION. No' Date Revision E BATTERY TYPE VALVE REGULATE]LEAD Am NINA) YES -- - ----------_-------_-----_.._____-________. 1 VBITIATTON WA I WA I WOES%110FAtt I WA IN CASE OF A 09125/15 SITE SKETCH HOOF BATTERIES S A - 1 C01BBA&CONTM)OUS VENTILATION IIMILIE PROVIDED ATA RATE OF NOT LEINTHAN ' BATTEN NURTRNTAR BATTERY COMPANY 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT(1FRANIFT3 B 10/08/15 90%PCA REVIEW SET MANUFACTURER ENNAGE I WA I WA I e t I WA EMERGENCY MOOS.MEBBR NOE 170FT COIMENT&COPE BPECFE0 BATTERY ROOM SAFER'SNTNIWE,HA7AROOIN LMIEAAL 0 12/02/15 100%FINAL CD SET _ - - - IINME GE(4DIAMOND)AND DERMAL RUNAWAY PROCEDURE SOMME SHALLAUBE 0111M81130111M8113248 23a WN12$•NA4A•OP I CLEARLY POSTED N ALL MER TTYAREAB I MONT ,aolaPER BATTERY MOW PROTECT/NI I WA ( WA I era. WA CALL N.O.C.C. NO OF CEIA PER INT SPECIFIC GRAVITY LEADOT PERUAL ELECTROLYTE WEED'RUE SULFURIC ACID COMMENTS ELECTROLYTE ELECTROLYTE HOWIE COTS BATTBNBTORAGE ENCLOSURE CABRNTSAND AM,710RAGEARE DEBNONED I 2 - - (lN) NUS) REGHT&BB) PER CELL(GA) TOTAL COAL) I TO EXCEED ALL EC COOS AEOURI®001056 FORCES FOR BRE SPECIFIC RETALIATION& • 20. InPol•aUTrs:rHR I WA I WA ( orClientClient..T 22.9 °A 2.0 L IMA IVR 1-800-264-6620 C -_..-. on•NENT&NIA OUTDOOR APPLrwTION B ATTERY IRBNACEEITNOTE: - S HELF MOUNTED WIDEN CSMIL,TYPE3R RATE).BBF. ONTAINEOENCLOSUECABS*TWITHOWPON1BRALCONTROLS NOTE:CODE SME TO 21112 INTERNATIONAL FRE CODE FORBTATONARY STORAGE BATTERYSYSTOAB. NOTE:INSTALL PER MANUFACTURER V< eiess SPECIFICATIONS,FCC AND VERIZON WIRELESS GUIDELINES 4. Implementation Team: t BATTERY INFORMATION 6 N.O.C.C. SIGNAGE 5 II STAINLESS STEEL 88 HEX STAINLESS STEEL 88 HEX- LC XC V M HEAD DRILLER(TEP OF 4) HEAD DRILLER(TEP OF 4) - ASE Teem: I O.)) STAINLESS STEEL 88 HEX NF HEAD DRILLER(TYP OF 4) REQUIRED RED NQ DANGER BACKGROUND CONSULTING INC. Flammable YELLOW ( DANGER] S OKING BACKGROUND P : I LICI41It�S POR CORROSIVE LIQUIDS METZGER 0 0 0 \ 0 7337 SW KABLE LANE \ , . WEAR PROTECTIVE - TIGARD,OR 87224 \ EQUIPMENT , \\ Drawing Title: \\ 3 HIGH BLACK LETTERING \-3•HIGH BLACK LETTERING BATTERY WITH At MIN.STROKE WITH A}•MIN.STROKE \-WHITE ALUMINUM SIGN WLUMHITE ALUMINUM SIGN REQUIRED BLUE & SIGNAGE BACKGROUND INFORMATION PER JURISDICTIONAL S PER JURISDICTIONAL NUMS 8 VERIZON WIRELESS VERIZON WIRELESS REQUIREMENTS REQUIREMENTS NOTE: _ INSTALL PER MANUFACTURER —3•HIGH BLACK LETTERING SPECIFICATIONS,FCC AND Project Number. Date: 1 WITH A;•MIN.STROKE VERIZON WIRELESS GUIDELINES 12/02/15 Drafter. Designer. NOTE: RM KM INSTALL PER JURISDICTIONAL, REQUIRED WHITE Project Manager Professional of Record: FCC AND VERIZON WIRELESS BACKGROUND GUIDELINES AMCS Revision No: Sheet No: 0 A-8 NO SMOKING WARNING SIGNAGE 4 FLAMABLE LIQUIDS SIGNAGE 3 NFPA 704 PLACARD 2 CORROSIVE LIQUIDS SIGNAGE 1 - / NOTES: DIM 2 DIM 2 DIM 3 __.___ _ V' - _ -. ._ ' ,. INSTALL ANTENNAS PER QTY DIM 1 DIM 2 DIM 3 PROPOSED ANTENNA AND COAX SCHEDULE DO NOT SCALE ORAwx19S.CONTRACTOR MUST VERIFY ALL DaffN510N9 ANO ADVISE CONSULTANTS Of ANY ERRORS OR MANUFACTURER SPECIFICATIONS SECTOR ALPHA NUMBER Of MECH ELEC TILT ELEC TILT NUMBER OF FEEDER FEEDER ADDITIONAL OMISSIONS-WVARNnoNsoR NooiFrwTxxaSrowaNx 2. CONTRACTOR TO TORQUE ALL \ --L \ -- SECTOR ALPHA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT (roo) (AWS) FEEDERS TYPE LENGTH EQUIPMENT SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN SBNHHIDBSC 4 96.1' 11.9' 7.1" APPROVAL.ALL DOPREvro LATEST TMs DRAWING ARE MOUNTING HARDWARE PER 1 700/AWS 70• 104'-0' 1 COMMSCOPE SBNHH-10550 0° 710' 410° SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND MANUFACTURER SPEFICATIONS CORP IG110N8 REMAIN THE PROPERTY OF ACOM FUTURE 70° 109'4' 1 COMMSCOPE SBNHK1065C S. 0° 0° - ca1PORATx1N. 1 HYBRID FIBER 120' RRU AWS-3 70° 104'-0' 1 COMMSCOPE SBNHH-1 DISC 0° 0' 0' 700IPCS 70° 104'-0' 1 COMMSCOPE SBNHH-ID55C 0' 7N° 4A° NUMBER OF MECH ELEC Tal ELOC TILT) NUMBER OF FEEDER FEEDER ADDITIONAL SECTOR BETA AZIMUTH TIP HEIGHT ANTENt VENDOR MODEL TILT >oDl VWspcS j SECTOR BETAFEEDERS TYPE LENGTH EQUIPMENT T"� ,L �1 SBNHH-1OB5C 4 96.1" 11.9" 71' 700/AWS 190' 109'-0° 1 COMMSCOPE SBNHH-1 DISC 0° 7I0° dq° �Q�j1J N/.7� 0 0 Zi FUTURE 190' 104'-0' 1 COMMSCOPE SBNHH-11365C 0' 0° S. HYBRID FIBER 120' RRU _ 1 AWS3 180° 104'-0' 1 COMMSCOPE SBNHH-10550 0' 0° 0' ,�1 700IPCS 190• 104'-0' 1 COMMSCOPE SBNHH-10550 0° 710' 4/0° YI T.MI LVEY`' NUMBER OF MECM ELEC MT ELEC 1111 NUMBER OF FEEDER FEEDER ADDITIONAL / SECTOR GAMMA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT PM) IAWaxs) l 1 FEEDERS TYPE LENGTH EQUIPMENT �/ • SECTOR GAMMA MAWS 310 104'-0 1 COMMSCOPE SBNHH 10650 0° 7/0 4b° -1111..- D,ORE SBNHH-1D65C 4 96.1' 11.9' 7.1• FUTURE 310' 104'-0' 1 COMMSCOPE SBNHH-1OBSC S. 0° 0' 1 HYBRID FIBER 120' RRU 5262 (.0.. as_ AWS-3 310" 104'4' 1 COMMSCOPE SBNHH-1D65C 0° 0° 0' 7) 700/PCS 310• 104'-0' 1 COMMSCOPE SBNHH-11365C S. 7/0" 4/0' . ) Oil". FRONT BACK SIDE vl •'DIM 2 oar U ( No. Date Revision TOP A 09/25/15 SITE SKETCH B 10/09/15 90%PCD REVIEW SET 22'44•SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 5 11'x17"SCALE:NOT TO SCALE 0 12102/15 100%FINAL CD SET 1 - - 2 - - 2-1/2'0 GALVANIZED SCHEDULE 40 ---___` /�2-1/2'0 GALVANIZED -` PIPE x 96' SCHEDULE 40 PIPE x 9G Client I MECHANICAL DOWN TILT KIT BY ANTENNA MANUFACTURER MECHANICAL DOWN TILT KIT BY ANTENNA MANUFACTURER PROPOSED VERIZON WIRELESS ANTENNA PLATFORM MOUNT WITH : HANDRAILS ',, 1:; • eriMpwireless ANTENNA MOUNT BRACKETS I ANTEMA MOUNT BRACKETS ////,<, o\\O1/4 \ BY ANTENNA MANUFACTURER B ANTENNA MANUFACTURER PROPOSED 100'-0•VZW MONOPOLE ii,,/j��%� i `\ ImplementationI / /// /�: _ %\ \\\\ Team: PANEL ANTENNA- II III PANEL ANTENNA �j //�//'///%' \\\\\ a RRR PROPOSED VERIZON UNITMOUNTED TO 7 I/i�ir....,.-;„4,.,./`/r" ""\ �\ Npr4r°�' PLATFORM ,.aI', 30. / r/ F \\\ (GYP OF 12.4 PER I- r ,I r /// /// ` \\\ \\0 T� SECTOR I Mull „ „ \\\ \ LCXCC)M 2-1/2'0 GALVANIZED SCHEDULE 40 „�r/! :i„,/ ';.\\ ,\;::-.0., PIPE x 96° / /, \\\\\\\\\ \ .-PROPOSED VERIZON WIRELESS / .� s, ••y/// /// - �. \\Q\\\\\\\\\\••! ;.i, PANEL ANTENNA(TYP OF 12-4 ---"7”' ; r"'/ / `,. \0�\\0\\ :' PER SECTOR) w ANTENNA MOUNT BRACKETS TOP VIEW /,''j//i!//Or 0�\\\\\\\ BY ANTENNA MANUFACTURER ,0„ /// \\\\\`\\\\: \ A8E Team: PROPOSED VERIZON WIRELESS---_-_-- /// ,// \\\\\ \4\,.. PANEL ANTENNA(TVP OF 12-4 o-°4%":j/// \\�..";`';,°i.A ,. PANEL ANTENNA • PER SECTOR) ,',,...„...//,14:::„. .,,, ,,,,....• ••'F:0 ` ,• PROPOSED VERIZON WIRELESS- - �� / / AA RRU/RRUA2 UNIT MOUNTED R) /Q// - —..11 ! \\\`\\ �� 22'x34'SCALE:NOT TO SCALE „r,/!// e„,„..(ii1/4 \\,,,A K„` \\ \\\PROPOSED ANTENNA DIMENSIONS 4 PLATFORM(TYPOF12-4 PER ////1",,A,,,,,„./J.?,:AA„ I T,`.,,,,. \ 11'x1 r seal F:NOT TO SCALE SECTOR) p \ ;,\O\\\\0 _v.Msris=n __ 3G �j CONSULTING INC. • PROPOSED VERIZON WIRELESS - o Ell Project Info: SPLITTER/SURGE POR SUPPRESSOR MOUNTED TO 12” PROPOSED VERIZON WIRELESS EXISTING TOWER WITH RING f° RRU/RRUA2 UNIT MOUNTED TO M ETZGE R MOUNT(TYP OF 4) IR PLATFORM(GYP OF 12-4 PER 7337 SW KABLE LANE tu m SECTOR) TIGARD,OR 97224 -PROPOSED VERIZON WIRELESS PANEL ANTENNA(GYP OF 12-4 -' PER SECTOR) Drawing Title: I PROPOSED ANTENNA CONFIGURATION 11' Project Number. Date: ( ■^• 12!02/15 Drafter. Designer. N RM KM Project Manager Professional of Record: AM CS Revision No: Sheet No: 0 RF-1 t,k TSCALE:NOTTOSCALE NOT USED 2 11" S 1/4_1 2' r PROPOSED ANTENNA CONFIGURATION 1 - / _ ___ w GENERAL ELECTRICAL NOTES LEGEND DONOT SCALE °RA"' i6 CONTRACTOR T'E"'""U 1 DIMENSIONSANO ADVISE CONS LTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRITTEN SYMBOL DESCRIPTION APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDEDBY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONSSPECIFICATNS REMAW THE PROPERTY OF ACOA ' 1.GENERAL 4.RACEWAYS AND BOXES ,•-• BREAKER CORPORATION. 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER ❑I NON-FUSIBLE DISCONNECT SWITCH WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK 1. ALL CONDUIT SHALL BE UL LABELED. H�T SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS DI FUSIBLE DISCONNECT SWITCH 1 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. SURFACE MOUNTED PANEL BOARD SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OSI;CAST-METAL BOXES SHALL CONFORM TO ® TRANSFORMER gED TO BE PERFORMED UNDER THIS CONTRACT. NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. Ctf L KILOWATT HOUR METER - 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND ____0 TURNING CABLE OR CONDUIT r,,A_1 COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. TURNING UP IN PLAN VIEW T.M/AT.LVLY`' 5.GROUNDING D DENOTES CABLE OR CONDUIT ii 4. OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. TURNING DOWN IN PLAN VIEW /• • 5. PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS PROJECT IN 1. ALL LIGHTNING PROTECTION AND SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS AND JUNCTION BOX R D,ORErico. ID ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION VERIZON WIRELESS STANDARDS 5262 OF THE OWNER. I=1 PULL BOX TO NEC/TELCO STANDARDS 17) 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3"CONDUCTORS AND CONNECTORS". _° _-_ OVERHEAD UTILITIES 4'o of 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT, 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. UNDERGROUND TELCO MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. --r--m- UNDERGROUND POWER 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR. 1 0----/ 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS DENOTES REFERENCE NOTE No. Date Revision WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL • EXOTHERMIC WELD CONNECTION A 09/25/15 SITE SKETCH SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. ■ MECHANICAL CONNECTION(eg LUG,C-TAP) B 10ro9/15 90%PCD REVIEW SET 9. DURING PROGRESS OF THE WORK,MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL 6. DO NOT INSTALL GROUND RING OUTSIDE OF LEASE AREA. 41--- GROUND ROD 0 12N2J15 100%FINAL CD SET SYSTEMS,LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT,CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION,TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, 4-® GROUND ROD WITH INSPECTION SLEEVES 1 _ _ DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. -TT GROUND BAR 2 -GI PIN AND SLEEVE RECEPTACLE ' x 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE DATE OF JOB ACCEPTANCE 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE#2 AWG ---------- GROUND CONDUCTOR Chant I BY OWNER.ANY WORK,MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE.MAKE ALL GROUND CONNECTIONS AS CORRECTED AT ONCE UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR. SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS.THE RADIUS OF ANY BEND SHALL NOT BE O MOTOZ W/HORSEPOWER RATING LESS THAN 8"AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90°.GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY.ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. • 9. BOND ALL EXTERIOR CONDUITS,PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT er wireless SERIES CLAMP,BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY,NO 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. SUBSTITUTES ACCEPTED. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 2.BASIC MATERIALS AND METHODS _ Imps La^terlo Team: R ALL WELDED.ALL EXOTHERMIC 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION 11 WELDS O NEXTERIOR GROUND RING SHALL BE THE ARAL ELAL GROUND CONNECTIONS SL BE EXOTHERICALLY TYPE,EXCEPT FOR THE GROUND RODS ABBREVIATIONS AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. WHICH ARE TEE EXOTHERMIC WELDS.REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL#15-501. AFG ABOVE FINISHED GRADE 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD AIC AMPERE INTERRUPTING CAPACITY LC XC�M PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS BFG BELOW FINISHED GRADE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED APPROVAL OF THE CONSULTANT AND THE OWNER. WITH SOIL. C CONDUIT 3. ARRANGE CONDUIT,WIRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER CRGB CELL REFERENCE GROUND BAR CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH 13. FOR METAL FENCE POST GROUNDING,USE A HEAVY DUTY TYPE GROUNDING CLAMP OR CU COPPER EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. ME Team:WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CNV COMPLETE WITH CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. D.T.T. DRY TYPE TRANSFORMER 14. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A LIBERAL 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS,FITTINGS AND EC EMPTY CONDUIT 00)) ACCESSORIES ARE NOT NECESSARILY SHOWN.PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-0X NOALOX,PENETROX OR KOPRSHIELD ON ALL CONNECTORS. G GROUND TO THE CONDITIONS. GE GROUNDING ELECTRODE 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. GEC GROUNDING ELECTRODE CONDUCTOR CONSULTING INC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHERE 6.OVERCURRENT&SHORT-CIRCUIT/GND FAULT PROTECTION(IF APPLICABLE) GRC GALVANIZED RIGID CONDUIT PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 30 SERVICE MTS MANUAL TRANSFER SWITCH BUILDING/SHELTER. TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE PROVIDED NEC NATIONAL ELECTRICAL CODE Project Into: 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. TO THE SITE/FACILITY OWNER.CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS,SHOP POR0/H OVERHEAD DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION.ELECTRIC METZGER SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO.ELECT. RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 7337 SW KA%E LANE CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS SD SERVICE DISCONNECT SWITCH h OARD,OR 97224 3.CONDUCTORS AND CONNECTORS (kA.I.C.)AS REQUIRED TO MATCH&EXCEED UTILITY CO.AVAILABLE SYMMETRICAL&ASYMMETRICAL FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RK?CURRENT LIMITING SE SERVICE ENTRANCE 1. UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG,WITH TYPE,200 kA.I.C.,NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE REJECTION CLIPS,UNLESS SN SOLID NEUTRAL THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS&PROTECTIONS SHALL BE STANDARD kAIC OTawMg Title: CONFORMING TO NEMA WC7.(TYPES THHN OR THWN-2).INSULATION SHALL BE RATED FOR 90°C CONDUCTORS RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO.kAIC RATE AND CONSIDERING TGB TELCO GROUND BAR GENERAL SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TEGB TOWER EXIT GROUND BAR 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT THIS MANDATORY REQUIREMENT IS MET.IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY& TR TRANSFORMER ELECTRICAL WHERE NOTED. CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO(125% TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES MAX.DEMAND+NEW LOAD)<80%SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT 3. FOR COPPER CONDUCTORS#6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE PROTECTION CAPACITY,WHICHEVER RATING IS LOWER.LIGHTING SHALL MEET NEC,IESNA AND/OR TYP TYPICAL _ CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS.FOR COPPER CONDUCTORS LARGER THAN#6 FM STANDARDS IF APPLICABLE.PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL,STATE& WP WEATHERPROOF-NEMA 3R AWG USE SOLDERLESS,(DENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION FEDERAL RULES.ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. Project Number. Date: 1 C-CLAMP CONNECTORS,UNLESS SPECIFIED OTHERWISE ON DRAWINGS. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- U/G UNDERGROUND 12/02115 PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER Drafter Designer 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, RM KM COMPRESSION TYPE. Project Manager: Professional of Record: 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES AM CS ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. Revision No: Sheet No: 0 E-0 DD NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK \ \ SM AWN SHALL BE PLEMENTEDNTRSUT PRIOR WRITTEN , I I APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE I I , SUPERSEDED 9Y THE LATEST REVISION.ALL DRAWINGS AND U I \ \ - SPECIFICATIONSREMAIN THE PROPERTY OF ACOM EXISTING PROPERTY LINE \4 \ . CORPORATION. I - _ • --------PROPOSED VERIZON I \ D WIRELESS LEASE AREA \ \ i �g 1 AIj�C�a • \` -PROPOSED VZW \ `rf UTILITY H-FRAME ' \ .\ � • �� T.t� LVEYeli� I• PROPOSED 644-3 \ \ 'I/ VAULT/TRANSFORMER I \ \ • / • . ` \ ..•R .. D,ORE ri,cos PROPOSED FIBER I , 95262 HANDHOLE \ \ , i I _x •I m \ I SOF' og� -I I \ \ 1 I i I WI g ` i { ; I N ' \ \ \ I No. Date Revision ^' JI 2 I Z IL 3 rn \ \ \ I A 09/25/15 SITE SKETCH /CCy I� . -I \ \ B 10/09/15 90%PCD REVIEW SET I W I ,` \ I 0 12/02/15 100%FINAL CD SET `^ d o It EXISTING EASEMENT �. vJ I I 1 - __l \ \ \ + i , \ a 2 If IZ \ V `V Merit 1 i re CC _ T PROPOSED UNDERGROUND I a ` W /� POWER AND FIBER ROUTE WITHIN • d \\\\\ Q 10'-0=UTILITY EASEMENT IE f Q - ' • POWER:(1)2=CONDUIT I y ` \ 4„...40"....***:**.< . \ e/' W�►"@�6SS Z ( Q I Q • FIBER:(2)4"CONDUITS I w \ v \ CC 1 Q - \ \ ( Implementation ream: 1 ►�• I \ \Cfi \ILCX0MNOTE: \ \. \ I REFER TO UCR PREPARED BY LEXCOM I \ Z DATED 11/18/15 FOR ALL SPECIFIC POWER \ \' , 0 i AND FIBER UTILITY INFORMATION. I UJ II i A6E Team: \1 \ \ i C I , , ._ L LSI \ ` I! , \ `\ , CONSULTING INC . I I A I \ \\ '\ Project Info: I X X POR I 6 I \ , METZGER I - I D I• m 7337 SW!CABLE LANE D T 1 \ `\ TIGARD,OR 97224 • 01 \ I _ I '" I. ,L \ Drawing Title: 1 PROPOSED 233 -4 \ 1 ,, PROPOSED VAULT/TRANSFORMER TO BEPROPOSED 660 VAULT TO BE INSTALLED I I INSTALLED IN R.O.W. \ \ \ ELECTRICAL ^} i PROPOSED FIBER DEMARC TO BE , � i '\ SITE PLAN L_ _ - �;X�INSTALLED IN R.O.W. i I I '�- I Prated Number: Date: 1 -- -- - — -- — I 12/02/15 r — — — — — `\ Drafter. Designer: EXISTING EASEMENT EXISTING PR�PER�PLI • — — — — — — — — I N RM KM -_i ,\ Project Professional of Record: C AM I ✓' - — — _�. — — — -". — — I Revision No: Sheet No: 0 E-1 22..34'SCALE:1'=6cr-0• PROPOSED ELECTRICAL SITE PLAN 1 - 11•x17'SCALE:1-=120'-0- • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL D%AENSIO NS AND ADVISE CONSULTANTS OF ANY ERRORS ON OMISSIONS.NO VARLATONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS SUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECRICATIONS REMAIN THE PROPERTY OF ACOM • CORPORATION. 1 Aiyo • / T. ,LVEYt • IIi j� • •- D,ORE •V 5262 .4'OF OO No. Date Revision 1 MM.• J �I • •4I , �'�•AMID�•• �W1ill v • As-as -r�bs-b•—tir-r,_N sw-rMmr-ter-.M�•�-rxr-�M T -�-�••-�-.••• A 09RS115 SfTE SKETCH B 10109/15 90%PCD REVIEW SET rx—x—x—x—%—%—i—%—%—X—N—x—X-x-x-X-i-X-x-X-X-x-X-X-X-N-x-x-X-%-%-X-X-X-R-X-I-X-i-%-1 0 12/02115 100%FINALCD SET COORDINATE LOCATION OF OF PROVIDE(1)4'SCSI 40 -�� CONDUIT STUB-UPS WITH EQUIPMENT CONDUIT W/PULL STRING @ !-i—X—X—%—X—X-, 1 - -,----I; MANUFACTURER(TYP) 36"BELOW GRADE FOR FIBER ,7 II / II I / li 2 - - I 7(cl?..9.-_./. .. � III ! II I N 1 1� -----1' �� M , ' Chanti _ , ' 's „ ' 1 1 ®0"® O i p 4 ..--.." ................T I m 1I I @/'% wireless t. I LI / Ir'- I 111I. ' Ij 1 \ Implementation Team: I STUBeI UP AND CAP 4'SCH-/11-;--------.4.1 /" 1 \\\ _•-.__.� ' iI 1 _ 40 CONDUITFOR FIBER — _ 1 ��/� an v i---x L • X— —%—X—R- -X—X—%—X—X—X�i� T 1- fro` i—XIt %-x-X-X-X 11110-1,-a-- --O-X-S-0J .•1 PANEL'A•MOUNTED O1/4IH-FRAME(SEE / I ELEC RISER DIAGRAM SHEET E3) /' I AdE Team: t • GENERATOR CONDUIT ROUTING, (SEE TO ELEC RISER DIAGRAM I PROVIDE '/.S H-FRAME- I I SHEET E-3) • I WITH REED FOR 1 I 00)) OUEN ET PROVIDE WP GFl RECEPT.ON \ J H-FRAME BELOW PANEL W FOR \ GENERAL USE.CONNECT TO 20A, 120CKTINPANEL'A',1/7C,(2)812 CONSULTING INC. CU,(1)812 CU GRD 4 4'CONDUIT W/PULL STRING TO FIBER I DEMARC FOR FUTURE USE -, 4'CONDUIT WI PULL STRING TO POWER Project Info: t DEMARC FOR ELECTRICAL SERVICE POR METZGER i 7337 SW KABLE LANE • TIGARD,OR 97224 Drawing Tile: i ELECTRICAL COMPOUND PLAN 111IProject Number. -Date: 1 -12/02/15 Designer. N Drafter. _ RM KM /11 Project Manager. Professional of Record: AM CS Revision No: Sheet No: 0 E-2 2744'SCALE:3/8'=1'-0' _ PROPOSED ELECTRICAL COMPOUND PLAN 1 - 11N17”SCALE:3/18'=1,0' 2' 1' 0' 2' _..DO HOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL 1 DRAWINGS. NOTES: DIMENSIONS AND ADVISE CONSLLTANTS OF ANY ERRORS OR 01ASSIONS.NO VARIATIONS OR MODIFICATIONS TO WORIt PANEL•A'IS INCORPORATED INTO THE INTEGRATED LOAD CENTER BUS VA BUS BUS VA SHORN SHALL BE RIPLEMENIE0 WITHOUT PRIOR WRITTEN (ILC) A I B LOAD INRE GAM CORD AMPS A B AIRS CORD CND RARE LOAD A I B SAPPROVAL ALL PREVIOUSUPERSEDED 6Y IS UEVHSOF THIS DRAWING ARE ION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOA • (•')CIRCUITS TO BE EQUIPPED WITH A GENERAL PURPOSE CURRENT 1400 RECTIFIER/1(„) /10 #10 3/4' 30 1 -11--- 2 s0 r /10 /R HVAC ft(••) 3336 CORPORATION. TRANSFORMER(CT)WITH(2)#16 AWG LOW VOLTAGE CONDUTORS FOR FUTURE LOAD ANALYSIS SYSTEM CONNECTION 1400 3 —S 4 3336 1400 RECTIFIER/2(») /10 #10 3/4' 30 5 • ' a 60 r tip /6 HVAC#2(44) 3336 1 1400 7 —111- a 3336 1400 .RECTIFIER#3(••) /10 #10 3/4 30 9 -41'—10 60 - - - FUTURE HVAC/3(••) - ,t T� 1400 i1 ---G 12 _ )..15'1) N{J^_ 1400 .RECTRER/4(••) #10 /10 3/4• 30 13 -0—14 B0 - - - FUTURE HVAC/4(u) - Ai 1(-,�� 1400 15 —II-16 1400 RECTIFIER/S(«) #10 #10 3/4• 30 17 -0—18 20 I/2' /12 /12 611000t LIGHTS 420 G� 4 j� -/1 T.M LVEY 1400 19 —46-20 20 //2• /12 /12 EXTERIOR WAIT 109 FAY •./ �, •• 1400 RECTIFIER/6('•) #10 #10 3/4' 30 21 ♦—22 20 1/2' /12 #12 TOMER LINTS 620 fli ..4, VERIZON WIRELESS LOAD SUMMARY — FUTURE RECIIFTER#7(6.) - - - 30 25 �26 20 I/ n 2 r2 HEAT DETECTOR Ea /B0 ••R 15 2,ORE /2• /1z pz caRD.RED a REarT. 5405262 27 —•-26 20 1/2' /12 /,2 GED RECEPTACLE 180 17 �l DESCRIPTION: KW: - .FUTURE RECTIFIER/8(••) - _ - 30 29 -•—30 20 1/2• /12 #12 EXHAUST FAN 180 �O1' EQUIPMENT 24.50 KW• - 31 --S'32 20 1/2' /12 /,2 EXTERIOR OED RECEPTACLE 180 RECEPTACLES&MISC 3.84 KW - SPACE - - - - 33 -416—34 20 1/2' #12 #12 GEN.RA LIGHTS(OPTION) 140 .. TOTAL: 28.34 KW Q 240V,10=118.08 A - - SPACE - - - - 35 —•-36 20 I/2' /12 /12 VESDA SYS.(OPTION) 180 - SPACE - - - - 37 -•---30 20 1/2' #12 /12 GE4.BLOOD HTR(OPTION) 1200 •CONNECTED LOAD OF 19.60 KW X1.25 FOR CONTINUOUS LOADS - - - - - —0-63 20 I/2 /12 /72 CEN.BATT.CHARGE(OPTION) Bop NO. Date Revision - SPACE - - _ - HI -0—42 20 1/Y #12 /12 CEN.RM.CORD.REEL(OPTION) 360 A 09/25/15 SITE SKETCH TOTAL VA BUS A 16232 Bus B 23701 CO RECIm VA 35093 AN4PES BUS A 153 BUS B 139 TOTAL 146 NOTE: RAND%BLUNT: 0 120/203 ■120/240 0 277/460 1 PHASE,3 EE I 9RANDI POLES 012 0 I 0 2 0 2 0 3 0 3 •42 B 10108/15 90%PCD REVIEW SET COORDINATE WITH POWER COMPANY TO OBTAIN AVAILABLE RATED NRS 0 IED ■203 0 400 J CABNEE ■REFACE 0 FU791 FAULT ALL OVER CURRENT INFORMATION. ON DEVICES ARE SUT AIC UFFFICIENTTINGS� I•GROW TITS .1 am=DOOR I•IETED DOOR LATCH FTLI MEUIRA BUS I EMr109A1E TTPE 11010-1 0 12/02/15 100%FINAL CD SET TO WITHSTAND MAXIMUM BRANCH DEMOES 0 FOBS III CROP BREMEN I •PRI LUGS ONLY ,Wel ❑BRENTA 0 FU9D STITCH I 1 AL BREAKERS MKT BE RATED TO PROMPT A SNORT CRCIAT OMR OF WPM 14000 AMPS METRICAL 2 - ACCEPTABLE NAIAEACIUER/NOOD_ INTERSECT PEEL u300-1-45B-2-011/GDERAC NOEL 036377. I - Cent H 4'SCALE: NOT TOSCALE ELECTRICAL PANEL SCHEDULE 2 11'x17'SCALE:NOT TO SCALE ,-PROVIDE WP 200A,120/240V,1042 CKT PANEL'W.COMPLETE W/DUAL MAIN BREAKERS,42 ROVIDE WP SERVICE RATED / (COT LOADCENTER,INTEGRAL AUTOMATIC TRANSFER 63 METER/DISCONNECT SWITCH WITH TIME DELAY TRANSFER AND DUAL 7-is ENCLOSURE PER UTILITY COMPANY REQUIREMENTS /I INTEGRAL 7V35 er/ wireiess / ��BB RANCH BREAKERS OMPANY TO WITH POWER 2223 AC RATED COMPANY TO SET ITP AND Implementation Team: (-- - —-- INE ENERGIZE NEW SERVICE. _—__ _- __ r • • 3� ' LCXC�M PROVIDE ENGRAVED---------- DE AUTOMATIC—"- I �O"ITVSSI i • NAMEPLATE TO READ DE 200A/2P CIRCUIT TRANSFER SWITCH I 302 I 'VERIZON WIRELESS' I I BREAKER,AIC RATING TO �� MATCH DEVICES AT SITE • \ TVSS __ .. DUAL 200A2 -P 4 a El © A&E Team: 4 GROUND PER NEC----- MAIN BREAKERS.42K 4223 AIC RATED / INCOMING POWER • 00)) FROM POWER COMPANY NEW FEEDER TO VERIZON GENERATOR) AUX.RELAY FOR WIRELESS PANEL I ATS IN Y CONTROLS FUTURE ALARMS CONDUIT WITH(3)63/0 CU (1)#4CUGRD CONSULTING INC. '• 1-C 1'C.__--___.__ TOCABINETProject Info: 1 (3)614 CU FOR START/STOP. POR COORD W/GENERATOR -OUTPUT BREAKER METZGER SLIER / , C. 1 -GENERATOR FURNISHED BY 7337 SW KABLE LANE • (2')#3/0 VERIZON WIRELESS,INSTALLED .. TIGARD,OR 97224 (11)W CUU GRD AND CONNECTED COMPLETE I- -----� BY ELECTRICAL CONTRACTOR I I ^� I T ELECTRICAL 0 _ ^ 1 RISER / GENERATOR BLOCK HEATER AND DIAGRAM 1 BATTERY CHARGER GENERATOR CONTROLS-' Project Number: Data: ( 12/02/15 STUB CONDUIT UP AT 1•C. Drafter. Designer. MW/FIBER CABINET W/NYLON PULL RM KM • ENCLOSURE FOR CORD FUTURE ALARMS Project Manager Professional of Record: (2)20A,120V PANEL 1•C AM CS 'A•CIRCUITS (4)612 CU Revision No: Sheet No: (1)#12 CU GRD 0 E-3 22434•SCALE:NOT TO SCALE 11'x17'SCALE:NOT TO SCALE ELECTRICAL RISER DIAGRAM 1 , CO NOT SCALE DRAWINGS.CONTRACTOR IAUST VERIFY AU. DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSI011S.NO VARIATIONS OR MODIFICATIONS TO WORE SHOWN SHALL SE ea+LEMENTED WO OUT PRIOR WRITTEN APPROVAL AU.PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL ORAWINOS AND • O PROVIDE(1)#2 SBTC EXTERNAL GROUND RING(EGR), SPECIFICATIONS REMAIN THE PROPERTY OF ACOM MINIMUM 36"BELOW,OR AS SHOWN,FROM THE PAD N. FOUNDATION AND ALL FOOTINGS,24"MINIMUM RADIUS. - BOND TO GROUND RODS. 1 0 PROVIDE(1)#2 SBTC TOWER GROUND RING(TGR), MINIMUM 36^BELOW,OR AS SHOWN,FROM THE PAD ''\ FOUNDATION AND ALL FOOTINGS,24•MINIMUM RADIUS. r-(/7) 9 '3 TYPD A]� BOND TO GROUND RODS. 'I O ) / V 0 P 0 0 � `��l 3 • — •—�.I •— �.•——•N�—• s:-itl�:•s• a�•r.• •-�...-r.a.-�..•• •-m..-T �T r�•••�.,.�-�. f� O PROVIDE 5/8•X8'-O LONG COPPER CLAD,STEEL GROUND / ROO DRIVEN TO 30'BELOW GRADE,MAX SPACING 15'-0•. i T.M LVEY� MIN SPACING 8'-0".(ALTERNATE FOR ROCK'THOMPSON" x x x x x—x_x_.— _x_ _ _ -z-x-x-x-x-x-x-x #223,18"X 18•X TOGA COPPER PLATE,MAX SPACING 10'-0• I t' --- `'. - \ OC.)TYPICAL. I`\ � 1 % r ��• • "^d \--1f 1 0 �! --- -'- - • 'FI( • • I \ /... - 'w�. -- - --- l• /"A .•R/. D,ORE riti,co. Q PROVIDE SERVICE GROUND PER NEC �7 - - - C. 1 ! 11 I �l��®' I,__,.u.. I I I �/ 5262 OPROVIDE(1)#2 SBTC GROUND CONNECTION FROM GPS - / _// '• \ \ I I) i I 1 7�� TO EXTERNAL GROUND RING. / I(, II \ - ''��3\) 11 OF O# 6 PROVIDE TIN PLATED COPPER EXTERNAL GROUND BAR l ` ^^��, I• �� .11 IES /� -_ III ®�1 (_® l �. I - �J I 1`I ______0 "" x Q (EGB)ON EQUIPMENT PAD.VERIFY LOCATION WITH I I I - �I __-..1... -.. .�____._y .I I I i VERIZON WIRELESS FCM.HARGER#TGBI-14420J,OR \0 / / ' ttt__— EQUAL.PROVIDE(4)#1!0 GREEN CU..FROM EGB TO EGR. I -� \ �' 1 I I I I ) I; PROVIDE SEPARATE 1-1/4•SCHEDULE 40 PVC CONDUIT ' \ �9•�. / 1 } 1 ! /` Revision SLEEVES AS REQUIRED TO ISOLATE AND PROTECT \ /I ! I I 1 I I I I I I 1 41-- I- / I CONDUCTORS.CONNECT#8 WAVEGUIDE SHEATH V / F______I J k--I- _-I-) F _I- __-I r-- I �--j- ---1. r . GROUNDS AS REQUIRED. 1 A / - A 09/25/15 SITE SKETCH 0. �/ 1` I I I r I I I ( I I I �I 7 PROVIDE TIN PLATED COPPER EXTERNAL GROUND BAR O 1 I I II I I / i I I / I/ I I B 10/08/15 90%PCD REVIEW SET (EGB)AT+36"ON TOWER VERIFY LOCATION WITH -[ II II ,y// 1' ( I i 1 1 A e I CoI II) 1 VERIZON WIRELESS FCM.HARGER#TGBI-14420.1,OR / is /1 ,_ll I I '1 \. I I I ! I I OWE /�j(, `, 0 12/02/15 100%FINAL CD SET EQUAL.PROVIDE(2)11470 GREEN CU.,FROM EGB TO EGR ( 2 i �{"' I 4-� I .---�I �d_---'I I I ---I, I -�}- OR TGR.PROVIDE SEPARATE 1-114"SCHEDULE 40 PVC O _1...___.1 .____I ._L_...___._____I I I I i I I I �.maaV. ! f• 4:1 \\ CONDUIT SLEEVES AS REQUIRED TO ISOLATE AND • ( I I I I I I I I I I I I [Mill 2 _ _ PROTECT CONDUCTORS.CONNECT 06 WAVEGUIDE -1-1- 1-1----1-1-- -I----1---•1---I----4.- mJ SHEATH GROUNDS AS REQUIRED 1 �i Y-- �, _ - ` / $ PROVIDE(1)#2 SBTC FROM EGR OR TGR TO EACH • i - I --- ' 1 \ O WAVEGUIDE BRIDGE SUPPORT LEG PER GROUNDING I I - I 1O-O I I - ---- i 1 Client l STANDARDS.TYPICAL. 1 i / -- \� `�A -x 9 PROVIDE GROUND INSPECTION WELL PER GROUNDING i i \ -�� (_ STANDARDS. � • � \ ' O , x x x x x-— x x \ - BOND NEW EGR TO EXISTING TGR PER VERIZON _x --- - T C x----x----x--x-._._x--" 1 1 OWIRELESS GROUNDING STANDARDS.TYPIC/LL. i r m 1,I REFERENCE DETAIL 81E5.0,PROVIDE THREE(3)6"TIN I 13 TYP 1 1 ®TYP ®TYP er'wireless PLATED COPPER EXTERNAL GROUND BARS(EGB),ONE PER SECTOR.ON TOWER AT ANTENNA PLATFORM LEVEL. VERIFY LOCATION WITH VERIZON WIRELESS FDA.RG -I HANGER#TGBB-1428-G,OR EQUAL.BOND DIRECTLY TO \ • TOWER(NO ISOLATION)PER GROUNDING STANDARDS. - \ I Implementation Team: t CONNECT#6 WAVEGUIDE SHEATH GROUNDS AS REQUIRED. ` '' I j' PROVIDE(1)#2 SBTC GROUND LEAD FROM EGR TO I `__,_ H-FRAME PER GROUNDING STANDARDS.BOND BOTH PROM LCXCoM 3 PROVIDE#2 SBTC BOND FROM EGR TO FENCE POST • (CORNER POSTS,GATE POSTS AND PERIMETER POSTS, MAX.20,0'O.C.)TYPICAL. •I Q PROVIDE#2 SBTC BOND FROM EOR TO GENERATOR FRAME.TYPICAL 2. ® BATTERY • REFERENCE GROUND •IIP,,,i •.' ASE Team: I '!x LO NOT USED ///,1 i i\\ PROVIDE(i)#2 GREEN CU.GROUND LEAD FROM THE /// i. I L\�\\\\ 4 (\I•I/ 'I7 EQUIPMENT GROUND LEAD AND BOND TO THE /r// rr/i" \\\\\ \\\, EQUIPMENT CABINET PER THE GROUNDING STANDARDS. //,/ /:'I I'\QO``\p\`, TYPICAL. /�„r //: '\\\\\\\\\,/ NEW VERIZON WIRELESS ANTENNAS #x,.:a+,,///�///, Iii. s.\\\\\\\\na 1$ TYP /,/, /,// 71111,\\,,,,,,,e.: ,,,, g CONSULTING INC. PROVIDE#2 SBTC BOND FROM ANTENNA GROUND BAR TO //,,•.;.�Vr//// \\\ `,.;\\� ANTENNA 99//4-4'44// /jj:/..,4I. •; \\\\.0.. 1 ra. ZO PROVIDE#2 SBTC BOND FROM ANTENNA GROUND BAR TO ••t ////r//// II� \\ ‘ N f Project Info: RRU //.''/.%,{i// 111, x\\\S`\\ \\\�\ O �/ POR PROVIDE#2 SBTC BOND FROM ANTENNA GROUND BAR TO .� ��r�r//"M/ ,...,15-0° \\\\ \\ �\\\. 21 ,..,,� 1_ >� o\ ,. �►• METZGER SIP'S >sr Jrj//%Q�MM<i \ A`>\\Q\\��'.•,.' ® 7337 SW KABLE LANE ® !/////1- �`. \\\\\\\\ a TYP • • �Ii."'x///////// bis \\\�\\ .✓'. *; _ TIGARD.OR 87224 l�r' /\ /\\ .\ .I Drawing Tile: //iriiiir �� i� vOpvvAv�w //// ;;I \\\\ \o• GROUNDING „ / z.------..1..,-----_ €____= .,\\ PLAN/NOTES /_spa ==6e s=_ m. o craw _ �z .. Et. 1 _l. _1 _ t I- gI I. _._._,_ ____.__. Are-. Project Number. Date: - -- 12/02/15 Drafter. Designer, RM KM Project Manager: Professional of Record: AM CS Revision No: Sheet No: 0 E-4 1 Ind 7' SCALE:3/8'=1'-0' — PROPOSED EQUIPMENT PAD GROUNDING 1 - 1r,<1rSCALE:3/16•=r-0• r r o^ r DO NOT SCALE DRAWINGS,CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WOO( SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRDTEN NOTE:CONTRACTOR TO USE APPROVAL ALL PREVIOUS HOURS OF THIS DRAW WD ARE KOPR-SHIELD,PENETROX TYPE SUPERSEDED BY TIE LATEST REVISION,ALL DRAWINGS MID coRPORA • 'E'AT THESE CONNECTIONS 8PECIFICATTnoNONS REMAIN THE PROPERTY OF Acct v 1 HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS• �� ^ METALLIC BOX,CABINET EW COAXIAL GROUND KITS W/LONG MOUSING,ETC TO END OF ICE BRIDGE#2 AWG )� L. BRASS TWO HOLE MECHAN N BARREL COMPRESSION LUGS(DOUBLE CONNECTOR WITH STAINLE'- STRANDED JUMPER W/SHORT LUGS)TO BE INSTALLED BY ANTENNA flA CONNECTORDWAREBARREL COMPRESSION LUGS(TM CONTRACTOR WITH HEAT SHRINK #2 AWG BARE TINNED SOLID 'TGOES BEXOTHERMIC WELD TO4 #54205 OR 5407),TO GROUND BAR j[.�' T.M LVEY GC - COPPER WIRE(UNIT BOND) BY NEW 4"x 2s4;Rx 1/4.8:(COPPER GROUND F++ �� ' :a,4 CABLE GROUND BAR 2'W x 1/4'D x LENGTH REQUIRED FOR#OF NS STRANDED JUMPER BAR.CONSTRUCTION MANAGER TO TO WAVE GUIDE PORT VERIFY EXACT LOCATION AND 1 CABLES USED,SOLID COPPER W/ INSTALLATION IN FIELD • •R • D,ORE •V • PRE-DRILLED 3/8'HOLES 2'OC TO GROUND KIT 5262 LENGTHWISE.COORDINATE HOLE SEPARATION W/DIMENSIONS OF � PARALLEL EXOTHERMIC WELD _- -- TWO HOLE CONNECTOR USED \ 1 1 [°l SOF O1 TO EXTERIOR GROUND RING O O M M 0 • 0 0 0 O 00 o 000 O O I # `�� CONNECT ANTENNA CABLE i ` � GROUNDING SHEATH O y;O 0 O 0 o 0 0 0 0 000,-,0 IF.T.11 ■Thad. CONDUCTORS TO GROUND " ( O• •0 0 0 0 0 0 0 0 0 0 0 o / BAR USING TWO HOLE o O o 0 0 0 0 0 o O 000 o 0 0�0 1 ' CONNECTORS-TYPICAL BY >c_._.__.__..__ IL,,,I� �"I,J ANTENNA CABLE INSTALLER 121 TYPE HS CADWELDu0 No. Date Revision CABLE SUPPORT-TYP ` #4/)CU A 09/25/15 SITE SKETCH 22'44'SCALE:NOT TO SCALE CABINET GRD DETAIL 9 „Li ii.... LEAD TO GROUND LOOP B 10N9/15 90%PCD REVIEW SET 11'x,7”SCALE:NOT TO SCALE #2 AWG SOLID BARE TINNED :.I' I' #S AWG SOLID BARE TINNED COPPER CONDUCTOR TO COPPER CONDUCTOR TO 24' TRENCH GROUND CABLE.USE GROUND RING fj EACH POST / VERIFY IN FIELD / 0 12/(12115 100%FINAL CD SET FINISHED GRADE.IF ASPHALT, MECHANICAL SPLIT BOLT TYPE 1 PATCH TO MATCH EXISTING CONNECTION MATERIALS NOTES: 2 - - 1.ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR-SHIELD BEFORE ATTACHMENT •• .� - i0 ! .�•. .O 2.FOR GROUND BOND TO STEEL ONLY:INSERT A TOOTH WASHER Client 1 �•�•x'•10•�•�•��1♦.••�•�•� BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD 3.ALL HOLES ARE COUNTERSUNK 1118' � 4.ALL LUGS ARE DOUBLE HOLED 5.HEAT SHRINK ALL OUTSIDE LUG Per UNDISTURBED SOIL CONNECTIONS I Q , I er%jpiwireless !,_in'Q ; COMPACTED BACKFILL 11.7 TSCALE:No7TOSCALE CALE:NOT TO SCALE ICE BRIDGE GROUNDING DETAIL 8 SCALE ALE:NOTTOSCALE MAIN GROUND BAR DETAIL 7 , I - UTILITY WARNING TAPE mE, Implementaten Team 1 mr El:2'ELECTRICAL SERVICE CONDUIT Ti:4'TELCO SERVICE CONDUIT t I XC O M FINISH GR `ADE � v NOTE: FOR SERVICE CABLE INSTALLATION.INSTALL TOP OF GRAVEL PULL STRING IN EACH CONDUIT ME Team: 1 30'DEEP INSPECTION WELL OR EQUIVALENT EXOTHERMIC WELD(THERMOWELD OR RING.#2 SOLID, EXTERIORSO BARE GROUND EQUIVALENT)PARALLEL#T(90")WELDS l ALLOWED 010). _ _ TINNED COPPER fV GROUNDING I (, ro - - NO SLAG OR DEFORMITIES ALLOWED tilJ .0 1. •\ IA CONDUCTOR ,, r NOT SCALE SERVICE TRENCH DETAIL 6 00 —ii iT�xgo o° 1 �1'ir—..�^� CONSULTING INC. SCALE cLL ° ° Yoo ,_I T 3W CRUSHED STONE OR EQUAL.FILL / 5. ,rlgo TEST WELL TO WITHIN 8'OF TOP MINIMUM BENDING J 1 OUTSIDE CABINET/SHELTER w cn oo°DoPOoBo°poo RADIUS-45',TYP PT°1ec1 Info: co 0000p °poo #2 SOLID TINNED COPPER POR dd 0 CLAMP, �° ° METZGER \\\ 7337 SW!CABLE LANE TYP CONDUIT EXOTHERMIC WELD TINNED JUMPER, GROUNDING TIGARD,OR 97224 . —� CONNECTIONAWGSOLID(TYPE 01) CONDUCTOR #2 AWG SOLID TINNED BARE #2 AWG BARE TINNED SOLID COPPER WIRE EXOTHERMIC COPPER WIRE(EXTERIOR WELD CONNECTION TO GROUND Drawing TSe: GROUND RING) ROD 5/8"x 8'COPPER CLAD GROUND .. PARALLEL TYPE EXOTHERMIC ROD CADWELD CONNECTION GROUNDING WELD TO GROUND RING (TYPE PT) DETAILS Project Number: Date: EXTERIOR GROUND RI 12/02/15 Drafter. Designer. RM KM Project Manager: Professional of Record: AM CS Revision No: Sheet No: 0 E-5 27x34"SCALE:NOT TO SCALE 11'x1T SCALE:NOT TO SCALE TYP MULTIPLE CONDUIT GRD DETAIL 3 �A7'SC�NOT GROUND ROD WITH ACCESS 2 11x' SCALE:NOT TYP GRD CONNECTION 1 - 1 .. / DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY DRAWINGS. LL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARUTDNS OR MODFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWSIG ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND • SPECIFICATIONS REMAIN THE PROPERTY OF ACOA CORPORATION. 11411%.:1111111 • -At TYPE TA TYPE VN TYPE NC TYPE SS 'gEDCTA r ,,�1 4 T.Mi.LVEY� • • •r• /� � • INIO (fl R • D,ORE �� 5262 , it...11 rr� II.� ``, =, SOCY F Ogg TYPE W TYPE VS TYPE VS TYPE PT No. Dale Revision A 09/25115 SITE SKETCH B 10/09/15 909E PCD REVIEW SET 0 12/02/15 100%FINAL CD SET IA • / Client 1 TYPE GT TYPE GY TYPE GR TYPE GL @riwireless 22'x34•SCALE:NOT TO SCALE NOT USED 6 22-34•SCALE:NOT TO SCALE CADWELD GROUND CONNECTION DETAILS 4 IRIplenlentatlon Team: R 1 riA r SCALE:NOT TO SCALE 111x17*SCALE:NOT TO SCALE LCXCOM GRADE ME Team: 1 0.2273 DIA.MAX. \ 12"TO 24• V W�/W� �Y/W(�%� (00))ANTENNA CABLE O TO ANTENNAS '=r.===.' Z W EXOTHERMIC WELD W CO \ CONSULTING INC. Foug Y TXURXI WEATHERPROOFING KIT(SEE NOTE 3) WEATHERPROOFING i i KIT(TYP.) CABLE GROUND KIT1 RING GROUND,#2 AWG BCW COAX JUMPER ,.I I.i GROUND KIT(TVP.) #8 AWG STRANDED CU WIRE WITH 600V, SOLID,TINNED Project Info: (TYP.) ■ ■ THWN INSULATION(GROUNDED TO POR #6I I AWG GROUND BAR-SEE NOTE 182) METZGER7 SW!CABLE CONNECTOR •1 •i 7*TIGARD,OR 97224 LANE WEATHERPROOFING U, w,, ISOLATE FROM TOWER HALO w/#2 A KIT(TYP.)SEE NOTE 2 TO LOWER TOWER BUS BAR Drawing Title: 1 ANTENNA CABLE majmi, I COPPER ANTENNA GROUND BAR, GROUND ROD COPPER CLAD • TO BTS EQUIPMENT WITH INSULATORS. NOTES: STEEL ROD WITH MIN 5/8•x 8'.0 (TYP.) ,NOTES: TO MASTER GROUND BAR 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYSGROUNDING DIRECT GROUND WIRE DOWN TO GROUND BAR DETAILS DO NOT INSTALL CABLE GROUND KIT KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO 2.GROUNDING TOOBE TYPE AND PART NUMBER AS SUPPLIED OR ANTENNA GROUND BAR. RECOMMENDED BY CABLE MANUFACTURER 3.WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER NOTES: Project Number: Date: 1 1.GROUND LINE TO BE A MIN.OF 30'OR BELOW FROST LINE, 12/02/15 WHICHEVER IS DEEPER 2.GROUND ROD SHALL BE DRIVEN VERTICALLY.NOT TO EXCEED 45• Drafter: Designer. • FROM VERTICAL RM KM Project Manager: Professional of Record: AM CS Revision No: Sheet No: Mar SCALE:NOT TO SCALE 2rx34•SCALE:NOT TO SCALE 2 - 0 E_6 111r,7•SCALE:NOTTOSCALE GROUND CABLE CONNECTION 3 „1,7 SCALE:NOTTGSCALE CONN OF GRD KIT TO ANTENNA CABLE xx1TSCALE:NOT TOSCALE GROUND ROD DETAIL 1