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1 POLE SPECIFICATIONS POLE MODIFICATION SCHEDULE <br /> TOWER TAPER: 0.203125 IN/FT <br /> 162.08 FT IT <br /> ELEVATION(FT) MODIFICATION REFERENCE SHEET <br /> C BASE PL STEEL: ASTM A633 GRADE E(60 KSI) <br /> 1 ANCHOR RODS: 2 1/4"0#18J ASTM A615 GRADE 75 150.08 REMOVE EXISTING RAIN CAP/GRIND OFF RAIN <br /> S-6 <br /> CAP ATTACHMENT&WELD NEW FLANGE PLATE <br /> a <br /> EXISTING SHAFT SECTION DATA © 150.08-162.08 INSTALL NEW TOWER EXTENSION S-6 <br /> •s^ RE-LOCATE EXISTING LIGHTNING ROD&NEST <br /> 50.08 FT © 162.08 S-6 <br /> A PLATE FLANGE DIAMETER ACROSS FLATS OR MOUNT TO NEW TOP OF TOWER <br /> SHAFT SECTION SECTION THICKNESS SECTION PLATE LAP SPLICE OF ROUND SECTION(IN) INSTALL NEW OBSTRUCTED CLIMBING <br /> SECTION SHAPE LENGTH(FT) (IN) GRADE(KSI) GRADE(KSI) (IN) @ TOP @BOTTOM ❑ N/A FACILITIES SIGNAGE(REF CED-CAT-10300) N/A <br /> PRIOR TO FABRICATION AND INSTALLATION,CONTRACTOR SHALL FIELD VERIFY <br /> 1 16-SIDED 30.42 0.1875 65 - 65 30.125 36.210 ALL LENGTHS AND QUANTITIES GIVEN.LENGTH AND QUANTITIES PROVIDED <br /> 2 16-SIDED 32.83 0.3750 65 - 73 34.751 41.314 ARE FOR QUOTING PURPOSES ONLY,AND SHALL NOT BE USED FOR FABRICATION. <br /> i�i 3 16-SIDED 52.67 0.5000 65 39.348 49.873 FOR PARTS NOT DETAILED WITHIN THE DRAWING AND STARTING WITH"CCI-,SEE THE <br /> —--i — 4 16-SIDED 52.83 0.6250 65 86 47.441 58.000 FOR <br /> CATALOG FOR DETAILS:CED-CAT-10300,MONOPOLE STANDARD DRAWINGS <br /> NOTE:DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES AND APPROVED REINFORCEMENT COMPONENTS <br /> MIDESIGN LOADS <br /> 111 BASE SEISMIC SHEAR Vs=10.558 kips <br /> FOUNDATION LOADS <br /> MOMENT=3941 kips-ft <br /> DOWN=73 kips <br /> SHEAR=40 kips <br /> SEISMIC DESIGN <br /> EQUIVALENT LATERAL FORCE PROCEDURE <br /> t PER ASCE 7 SECTION 12.8.1 <br /> I=1 <br /> Ss=1.368 <br /> S1=0.486 <br /> SITE CLASS D <br /> SDs=1.0944 <br /> Sol=0.5877 <br /> Vs=10.558 <br /> Cs=0.1738 <br /> R=1.5 <br /> SEISMIC DESIGN CATEGORY D <br /> NON BUILDING STRUCTURE NOT SIMILAR TO BUILDING <br /> CROWN <br /> Cji <br /> (OTHER CONSIDERED EQUIPMENT-IN CONDUIT) ::, CASTLE <br /> (2)3/8"TO 136 FT LEVEL <br /> (OTHER CONSIDERED EQUIPMENT) THIS DRAWING IS COPYRIGHTED AND IS THE <br /> (4)3/4"TO 136 FT LEVEL (OTHER CONSIDERED EQUIPMENT) SOLE PROPERTY OF CROWN CASTLE.IT IS <br /> (1)1"TO 94 FT LEVEL PRODUCED SOLELY FOR USE BY CROWN <br /> (12)1-$/$"TO 136 FT LEVEL CASTLE AND ITS AFFILIATES.REPRODUCTION <br /> (12)1-5/8"TO 94 FT LEVEL OR USE OF THIS DRAWING AND/OR THE <br /> NO. DATE DESCRIPTION BY(1)2"TO 94 FT LEVEL INFORMATION CONTAINED IN IT IS FORBIDDEN <br /> REVISIONS WITHOUT THE WRITTEN PERMISSION OF II VIP CROWN CASTLE. <br /> SITE NAME:NORPRO <br /> 07/23/21 BU NUMBER:826263 <br /> (OTHER CONSIDERED EQUIPMENT) WO NUMBER:1996736 <br /> (1)5/8"TO 148 FT LEVEL <br /> (1)1-3/5"TO 148 FT LEVEL SITE ADDRESS: <br /> 2215 MERRILL CREEK PKWY <br /> ,0.1.3C SAC EVERETT,WA 98203 <br /> O WAS SNOHOMISH COUNTY,USA <br /> ,- ENG/QA BY:NCM DATE: 07/20/21 <br /> (OTHER CONSIDERED EQUIPMENT) `/ <br /> (1)1/4"TO 106 FT LEVEL N :fir DFT BY: TPS DATE: 07/22/21 <br /> J (PROPOSED EQUIPMENT CONFIGURATION) f 262 t+ <V DFT/QA BY: SL DATE: 07/23/21 <br /> (1)1-1/2"TO 160 FT LEVEL <br /> • <br /> (OTHER CONSIDERED EQUIPMENT) No <br /> s`Siiii IOjy• � APRVD BY: NCM DATE: 07/23/21 <br /> (3)1"TO 104 FT LEVEL ,i./ <br /> (OTHER CONSIDERED EQUIPMENT) SCALE N.T.S. <br /> (3)1-1/4"TO 123 FT LEVEL <br /> (1)1-1/2"TO 123 FT LEVEL POLE <br /> 0.00 FT <br /> TOP OF BASE PLATE Crown Castle USA, Inc MODIFICATION <br /> Engineer/Land Surveying #2271 SCHEDULE <br /> POLE ELEVATION BASE LEVEL DRAWING <br /> License Expires: 02/24/2023 REV <br /> S-5 0 <br />