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Plans a , I a i 37515-0086.002.DWG MONOPOLE REINFORCEMENT AND RETROFIT PROJECT I BU NUMBER; SITE NAME •• BU #879570; WASHINGTON SQUARE MALL APP: 255835 REV. 2; WO: 1017843 SITE ADDRESS 9585 SW WASHINGTON SQ RD TIGARD, OREGON 97223 WASHINGTON COUNTY PROJECT NOTES PROJECT CONTACT: 1. THESE DRAWINGS WERE PREPARED FROM INFORMATION AND DOCUMENTS PROVIDED BY CROWN CASTLE. THE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY THE MONOPOLE OWNER: ENGINEER OF RECORD (EOR) FOR ACCURACY AND THEREFORE DISCREPANCIES BETWEEN CROWN CASTLE THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD BE ANTICIPATED. DETAILED MOD PM: LEE BASSETT AT LEE.BASSETT @CROWNCASTLE.COM FIELD INFORMATION REGARDING INTERFERENCES AND/OR EXISTING FIELD CONDITIONS PH: (425)202-0200 MAY BE AVAILABLE ON CROWN CASTLE'S CCISITES AND FROM CONTRACTOR'S PRE-MOD MAPPING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING • CONDITIONS AND DIMENSIONS AND COORDINATE WITH THE AVAILABLE SOURCES OF DESIGN STANDARD •. INFORMATION ABOVE AND WITH THE PROJECT DRAWINGS BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES TO THE THIS REINFORCEMENT DESIGN IS BASED UPON A 120 MPH 3-SECOND GUST EOR AND CROWN CASTLE FIELD PERSONNEL BEFORE PROCEEDING WITH THE WORK. ULTIMATE DESIGN WIND SPEED CONVERTED TO A NOMINAL 3-SECOND j GUST WIND SPEED OF 93 MPH PER SECTION 1609.3.1 OF THE 2012 I 2. ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED INTERNATIONAL BUILDING CODE AS REQUIRED FOR USE IN THE CONDITION ACCORDING TO THE REQUIRMENTS OF THE AISC 'SPECIFICATION FOR ANSI/TIA-222-G-2005 STANDARD,"STRUCTURAL STANDARD FOR ANTENNA STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS',DEC.31,2009. SUPPORTING STRUCTURES AND ANTENNAS",WITH ANSI/TIA-222-G-1-2007 • AND ANSUTIA-222-G-2-2009 ADDENDA PER EXCEPTION#5 OF SECTION 3. ALL STRUCTURAL BOLTS SHALL BE FIELD INSPECTED ACCORDING TO THE REQUIREMENTS 1609.1.1. OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', REFER TO THE POLE DESIGN AND ANTENNA LOADING DOCUMENTED IN DEC.31,2009. THE PJF STRUCTURAL ANALYSIS FOR THIS SITE(PJF#37515-0086.002.7700), I DATED 3-13-2015. 4. DTI'S REQUIRED: ALL ONE SIDED BOLTS SHALL BE INSTALLED USING DIRECT TENSION INDICATORS (DTI'S) AND HARDENED WASHERS. ALL ONE SIDED BOLTS SHALL BE • PRETENSIONED AND TIGHTENED UNTIL THE DTI WASHERS SHOW THAT THE PROPER BOLT THIS PROJECT INCLUDES THE FOLLOWING ITEMS: TENSION HAS BEEN REACHED. SEE NOTES AND DETAILS ON SHEET S-2 FOR REQUIREMENTS ON THE USE OF DTI WASHERS WITH THE BOLTS. STEALTH CONCEALMENT REPLACEMENT PLACEMENT OF NEW POLE SECTION i SHEET INDEX SHEET NUMBER DESCRIPTION T-1 TITLE SHEET S-1 GENERAL NOTES S-2 AJAX BOLT DETAIL S-3 MONOPOLE PROFILE — S-4 RADOME PARTIAL ELEVATION DETAIL S-5 NEW RADOME EXTENSION DETAILS S-6 MI CHECKLIST •• eeeE. 0- bo > Fft 31,- n . O .•... �Efl PrtoF * r� C • '�� LNG NEF�F0... C9 o n 6 o . to 64241PE d ', : /OOV r n g , 3 /6 1 O " OREGON 12L. ` 0 1 y 11 III ■ �&RTJ. SNIP.* t - Ps EXPIRES: 7AMMI a a Q a p PROJECT:37515-0086.002.7700 • a°3 § :.1 PAUL J. FORD AND COMPANY BU #879570; WASHINGTON SQUARE , � aTbpN STRUCTURAL ENGINEERS DRAWN BY: 0 0-7-g p, a m.m U 250 East Broad Street•Suite 600•Columbus,Ohio 43215 MALL B.M.S. -4- - m m 2L m (614)221-6679 www.pJfweb.com TITLE SHEET o a a p- CHECKED BY: r i dhH: CRO WN CASTLE TIGARD OREGON APPR VEDBY: 1 o t a t 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT T-1 a s..z PH: (602)845-1752 DATE: 3-13-2015 37515-0086.002.DWG CROWN CASTLE PROJECT: BU#879570;WASHINGTON SQUARE MALL;TIGARD,OREGON 3. BASE PLATE GROUT-(NOT REQUIRED) MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT(REV.3,02/05/2015) 4. FOUNDATION WORK-(NOT REQUIRED) 1. GENERAL NOTES 1.1. THE MONOPOLE STRUCTURE IN ITS EXISTING CONDITION DOES NOT HAVE THE STRUCTURAL CAPACITY TO CARRY ALL 5. CAST-IN-PLACE CONCRETE-(NOT REQUIRED) OF THE ANTENNA AND PLATFORM LOADS SHOWN ON THESE DRAWINGS AT THE REQUIRED MINIMUM WIND SPEEDS. DO NOT INSTALL ANY ADDITIONAL OR NEW ANTENNA AND PLATFORM LOADS UNTIL THE MONOPOLE REINFORCING SYSTEM 6. EPDXY GROUTED REINFORCING ANCHOR RODS-(NOT REQUIRED) IS COMPLETELY AND SUCCESSFULLY INSTALLED. 1.2. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN 7. TOUCH UP OF GALVANIZING AGREEMENT WITH THESE NOTES,THE BETTER QUALITY AND/OR GREATER QUANTITY,STRENGTH OR SIZE INDICATED, 7.1. THE CONTRACTOR SHALL TOUCH UP ANY AND ALL AREAS OF GALVANIZING ON THE EXISTING STRUCTURE OR NEW SPECIFIED OR NOTED SHALL BE PROVIDED. COMPONENTS THAT ARE DAMAGED OR ABRADED DURING CONSTRUCTION. GALVANIZED SURFACES DAMAGED DURING 1.3. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF THE REINFORCING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS ANY AND ALL ABRASIONS,CUTS,FIELD DRILLING,AND REPAIR SYSTEM HAS BEEN SUCCESSFULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE ALL FIELD WELDING SHALL BE TOUCHED UP WITH TWO(2)COATS OF ZRC COLD GALVANIZING COMPOUND. FILM THE SAFETY AND STABILITY OF THE MONOPOLE AND ITS COMPONENT PARTS DURING FIELD MODIFICATIONS.THIS THICKNESS PER COAT SHALL BE WET 3.0 MILS;DRY 1.5 MILS.APPLY PER ZRC(MANUFACTURER)RECOMMENDED INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE DOWNS THAT PROCEDURES. CONTACT ZRC AT 1-800-831-3275 FOR PRODUCT INFORMATION. MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR 7.2. CONTRACTOR SHALL CLEAN AND PREPARE ALL FIELD WELDS ON GALVANIZED AND PRIME PAINTED SURFACES FOR AFTER THE COMPLETION OF THE PROJECT. TOUCH-UP COATING IN ACCORDANCE WITH AWS D1.1. CROWN CASTLE'S TESTING AGENCY SHALL VERIFY THE 1.4. THE STRUCTURAL CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION.THE PREPARED SURFACE PRIOR TO APPLICATION OF THE TOUCH-UP COATING. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL 7.3. CROWN CASTLE'S TESTING AGENCY SHALL TEST AND VERIFY THE COATING THICKNESS AFTER THE CONTRACTOR HAS CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES. OBSERVATION VISITS TO THE SITE APPLIED THE ZRC COLD GALVANIZING COMPOUND AND IT HAS SUFFICIENTLY DRIED. AREAS FOUND TO BE BY CROWN CASTLE AND/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE ADEQUATELY COATED,SHALL BE RE-COATED BY THE CONTRACTOR AND RE-TESTED BY THE TESTING AGENCY. • CONSTRUCTION PROCEDURES. 1.5. ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OF 8. HOT-DIP GALVANIZING ASSISTING IN QUALITY CONTROL AND IN ACHIEVING GENERAL CONFORMANCE WITH CONTRACT DOCUMENTS. THEY 8.1. HOT-DIP GALVANIZE ALL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES,BOLTS,WASHERS,ETC.PER DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF ASTM A123 OR PER ASTM A153,AS APPROPRIATE. CONSTRUCTION. 8.2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING. 1.6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY,FREE FROM FAULTS AND 8.3. DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES WITH EOR APPROVAL OF LOCATIONS. DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE 8.4. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD INSTALLATION. PROPERLY APPROVED AND AUTHORIZED IN WRITING BY CROWN CASTLE AND EOR PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND 9. PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER EQUIPMENT BEING SUBSTITUTED. 9.1. AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MONOPOLE REINFORCING 1.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING,AND SUPERVISING ALL SAFETY SYSTEM AND THE WORK HAS BEEN ACCEPTED BY CROWN CASTLE,CROWN CASTLE WILL BE RESPONSIBLE FOR THE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE TO ENSURE LONG TERM AND PERPETUAL INSPECTION ANC MAINTENANCE OF THE POLE AND REINFORCING SYSTEM. THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL SAFETY 9.2. ANY FIELD WELDED CONNECTIONS ARE SUBJECT TO CORROSION DAMAGE AND DETERIORATION IF THEY ARE NOT • CODES AND REGULATIONS GOVERNING THIS WORK AS WELL AS CROWN CASTLE SAFETY GUIDELINES. PROPERLY MAINTAINED AND COVERED WITH CORROSION PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING 1.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW COAXIAL CABLES AND OTHER COMPOUND SPECIFIED PREVIOUSLY. THE STRUCTURAL LOAD CARRYING CAPACITY OF THE REINFORCED POLE EQUIPMENT DURING CONSTRUCTION. SYSTEM IS DEPENDENT UPON THE INSTALLED SIZE AND QUALITY,MAINTAINED SOUND CONDITION AND STRENGTH OF 1.9. ANY EXISTING ATTACHMENTS AND/OR PROJECTIONS ON THE POLE THAT MAY INTERFERE WITH THE INSTALLATION OF THESE FIELD WELDED CONNECTIONS. ANY CORROSION OF,DAMAGE TO,FATIGUE,FRACTURE,AND/OR THE REINFORCING SYSTEM WILL HAVE TO BE REMOVED AND RELOCATED,REPLACED,OR RE-INSTALLED AS REQUIRED DETERIORATION OF THESE WELDS AND/OR THE EXISTING GALVANIZED STEEL POLE STRUCTURE AND THE WELDED AFTER THE REINFORCING IS SUCCESSFULLY COMPLETED. THE CONTRACTOR SHALL IDENTIFY AND COORDINATE COMPONENTS WILL RESULT IN THE LOSS OF STRUCTURAL LOAD CARRYING CAPACITY AND MAY LEAD TO FAILURE OF THESE ITEMS PRIOR TO CONSTRUCTION WITH CROWN CASTLE,TESTING AGENCY,AND EOR. THE STRUCTURAL SYSTEM. THEREFORE,IT IS IMPERATIVE THAT CROWN CASTLE REGULARLY INSPECTS,MAINTAINS, 1.10. ANY AND ALL EXISTING PLATFORMS THAT ARE LOCATED IN AREAS OF THE POLE SHAFT WHERE SHAFT REINFORCING AND REPAIRS AS NECESSARY,ALL OF THESE WELDS,CONNECTIONS,AND COMPONENTS FOR THE LIFE OF THE MUST BE APPLIED SHALL BE TEMPORARILY REMOVED OR OTHERWISE SUPPORTED TO PERMIT NEW CONTINUOUS STRUCTURE. REINFORCEMENT TO BE ATTACHED. AFTER THE CONTRACTOR HAS SUCCESSFULLY INSTALLED THE MONOPOLE 9.3. CROWN CASTLE SHALL REFER TO ANSI/TIA-222-G-2-2009,SECTION 14 AND ANNEX J FOR RECOMMENDATIONS FOR REINFORCEMENT SYSTEM,THE CONTRACTOR SHALL RE-INSTALL THE PLATFORMS. MAINTENANCE AND INSPECTION. THE FREQUENCY OF THE INSPECTION AND MAINTENANCE INTERVALS IS TO BE DETERMINED BY CROWN CASTLE BASED UPON ACTUAL SITE AND ENVIRONMENTAL CONDITIONS. THE EOR 2. STRUCTURAL STEEL RECOMMENDS THAT A COMPLETE AND THOROUGH INSPECTION OF THE ENTIRE REINFORCED MONOPOLE 2.1. STRUCTURAL STEEL MATERIALS,FABRICATION,DETAILING,AND WORKMANSHIP SHALL CONFORM TO THE LATEST STRUCTURAL SYSTEM BE PERFORMED YEARLY AND/OR AS FREQUENTLY AS CONDITIONS WARRANT. ACCORDING TO EDITION OF THE FOLLOWING REFERENCE STANDARDS: ANSI/TIA-222-G-2-2009 SECTION 14.2:"IT IS RECOMMENDED THAT THE STRUCTURE BE INSPECTED AFTER SEVER WIND 2.1.1. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC): AND/OR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". 2.1.1.1. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' 2.1.1.2. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS,'AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 2.1.1.3. 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'(PARAGRAPH 4.2.1 SPECIFICALLY EXCLUDED). 2.1.2. BY THE AMERICAN WELDING SOCIETY(AWS): 2.1.2.1. 'STRUCTURAL WELDING CODE-STEEL D1.1." 2.1.2.2. 'STANDARD SYMBOLS FOR WELDING,BRAZING,AND NONDESTRUCTIVE EXAMINATION" ( 2.2. ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED,MODIFIED,OR REPLACED AT THE CONTRACTOR'S EXPENSE. 2.3. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY,AWS D1.1.ALL WELD ELECTRODES SHALL BE E80XX UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.4. ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED BY AWS. CONTRACTOR SHALL SUBMIT WELDERS'CERTIFICATION AND QUALIFICATION DOCUMENTATION TO CROWN CASTLE'S TESTING AGENCY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2.5. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65(FY=65 KSI MIN.)UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.6. SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PER AWS. SEE SECTION I NOTES REGARDING TOUCH UP OF GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS FIELD WELDING. 2.7. NO WELDING SHALL BE DONE TO THE EXISTING STRUCTURE WITHOUT THE PRIOR APPROVAL AND SUPERVISION OF THE TESTING AGENCY. 2.8. FIELD CUTTING OF STEEL: 2.8.1. IMPORTANT CUTTING AND WELDING SAFTEY GUIDELINES:THE CONTRACTOR SHALL FOLLOW ALL CROWN CASTLE CUTTING,WELDING,FIRE PREVENTION AND SAFTEY GUIDELINES. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT CROWN CASTLE GUIDELINES. PER THE 12-01-2005 CROWN CASTLE ' DIRECTIVE:'ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN CASTLE POLICY'CUTTING AND WELDING SAFETY PLAN'(DOC#ENG-PLN-10015)ON AN ONGOING BASIS •! THROUGHOUT THE ENTIRE LIFE OF THE PROJECT. ANY DAMAGE TO THE COAX CABLES,AND/OR OTHER EQUIPMENT AND/OR THE STRUCTURE,RESULTING FROM THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT MHE CONTRACTOR'S EXPENSE. THE INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY ONITOR THIS ACTIVITY. 2.8.2. ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS.NO CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS.ALL CUT EDGES SHALL BE GROUND SMOOTH AND DE-BURRED. CUT EDGES THAT ARE TO BE FIELD WELDED SHALL BE PREPARED FOR FIELD WELDING PER AWS D1.1 AND AS SHOWN ON THE DRAWINGS.CONTRACTOR TO AVOID 90 DEGREE CORNERS. IT MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE CUTS. �$0 PRpFF 0V1.LNG IN EF1? `SS10 Lir 64241 PE ,i�OR EGON o ��RrJ. swP��S EXPIRES: 6i/3/l/H I 5daNOaL' PROJECT:37515-0086.002.7700 ° 8 D1 PAUL J. FORD AND COMPANY BU #879570. WASHINGTON SQUARE DRAWN BY: d3gy 8 �v STRUCTURAL ENGINEERS °oT a a. 250 East Broad Street•Suite 600 Columbus,Ohio 43215 H t =EU B.M.S. ▪ g m a m z (614)221-6679 www.p(Iweb.com MALL CHECKED BY: GENERAL NOTES E. - CROWN CASTLE TIGARD OREGON APP BY gF, g b 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT DATE: a= n B PH: (602)845-1752 5. 3-13-2015 ......_.- _-. _-__:�..__-.._..:..-:: -.::........-f1f't,'�c•;.zr.,a.ta;• „ .,....,e.,...............,.�,..,m» ,a.,.nr...t= '1 • L 1 37 515-0086.002.D W G AJAX BOLT NOTE SHEET: REV. 1.5,5-12-2014 NOTES: 1. ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DEC.31,2009. 2. ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS',DEC.31,2009. 3. ALL AJAX M20 BOLTS WITH SHEAR SLEEVES SHALL BE PRETENSIONED AND TIGHTENED UNTIL THE DIRECT TENSION INDICATOR (DTI) WASHERS SHOW THAT THE PROPER BOLT TENSION HAS BEEN REACHED.SEE NOTES AND DETAIL BELOW FOR THE USE OF DIRECT TENSION INDICATOR(DTI)WASHERS WITH THE AJAX M20 BOLTS. 4. ALL AJAX BOLTS SHALL BE INSTALLED USING DIRECT TENSION INDICATORS (DTI'S)AND HARDENED WASHERS. DTI'S SHALL BE THE SQUIRTER®STYLE, MADE TO ASTM F959 LATEST REVISION;AND HARDENED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A HARDNESS OF RC 38 OR HIGHER. NOTES FOR AJAX M20'ONE-SIDE BOLTS WITH DIRECT TENSION INDICATORS(DTI'S): DTI'S REQUIRED: DTI'S SHALL BE"SELF-INDICATING"SQUIRTER®STYLE DTI'S MADE WITH RED DURABLE SQUIRT MEDIA EMBEDDED IN THEM, INSPECTED BY MEANS OF THE VISUAL EJECTION OF SILICONE AS THE DTI PROTRUSIONS COMPRESS.SQUIRTER®DTI'S SHALL BE CALIBRATED PER MANUFACTURER'S INSTRUCTIONS PRIOR TO USE. THE DIRECT TENSION INDICATOR(DTI)WASHERS SHALL BE THE"SQUIRTER®STYLE"AS MANUFACTURED BY APPLIED BOLTING TECHNOLOGY PRODUCTS'INC.: PART NUMBER:2DTIM208MGAFSIF DESCRIPTION: P.C.8.8 DTI SQUIRTER WASHER WITH RED DURABLE SQUIRT MEDIA DESIGNED SPECIFICALLY FOR THE AJAX M20 ONESIDE BOLT. FINISH SHALL BE ZINC GALVANIZED AS PROVIDED BY THE DTI MANUFACTURER. DISTRIBUTOR CONTACT DETAILS: ALLFASTENERS 15401 COMMERCE PARK DR. BROOKPARK,OHIO 44142 PHONE:440-232-6060 E-MAIL:SALES @ALLFASTENERS.COM DTI: USE DIRECT TENSION INDICATOR (DTI)WASHERS COMPATIBLE WITH 20 MM (M20)NOMINAL A325 BOLTS FOR THE AJAX M20 BOLTS. DTI'S SHALL NOT BE HOT-DIP GALVANIZED. DTI'S SHALL BE MECHANICALLY GALVANIZED(MG)BY THE COLD MECHANICAL PROCESS ONLY AS PROVIDED BY THE DTI MANUFACTURER. HARDENED WASHERS REQUIRED: USE A HARDENED WASHER FOR A 20 MM (M20) NOMINAL BOLT BETWEEN THE TOP OF THE DIRECT TENSION INDICATOR (DTI)WASHER AND THE NUT OF THE AJAX M20 BOLTS. HARDENED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A MINIMUM HARDNESS OF RC 38 OR HIGHER. THE HARDENED WASHERS SHALL BE MECHANICALLY GALVANIZED BY THE COLD MECHANICAL PROCESS. ALTERNATIVELY, CORRECTLY MADE HOT DIP GALVANIZED HARDENED FLAT WASHERS HAVING A MINIMUM HARDNESS OF RC 38 CAN BE USED;CONTRACTOR SHALL PROVIDE DOCUMENTATION OF WASHER SPECIFICATION AND HARDNESS. NUT LUBRICATION REQUIRED: PROPERLY LUBRICATE THE THREADS OF THE NUT OF THE AJAX BOLT SO THAT IT CAN BE PROPERLY TIGHTENED WITHOUT GALLING AND/OR LOCKING UP ON THE BOLT THREADS.CONTRACTOR SHALL FOLLOW DTI MANUFACTURER INSTRUCTIONS FOR PROPER LUBRICATION AND TIGHTENING. NOTE: COMPLETELY COMPRESSED DTI'S SHOWING NO VISIBLE REMAINING GAP ARE ACCEPTABLE. DTI WASHERS SHALL BE PLACED DIRECTLY AGAINST THE OUTER AJAX WASHER WITH THE DTI BUMPS FACING AWAY FROM THE AJAX WASHER. PLACE A HARDENED WASHER BETWEEN THE DTI AND THE AJAX NUT. THE DTI BUMPS SHALL BEAR AGAINST THE UNDERSIDE OF A HARDENED FLAT WASHER,NEVER DIRECTLY AGAINST THE NUT. CONTRACTOR SHALL FOLLOW DTI MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION, LUBRICATION,TIGHTENING AND INSPECTION. INSPECTION REQUIRED: ALL AJAX BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DEC. 31, 2009, BY A QUALIFIED BOLT INSPECTOR. DURING INSTALLATION,THE BOLT INSPECTOR SHALL VERIFY AND DOCUMENT: THE SHOP-DRILLED AND FIELD-DRILLED HOLE SIZES; THE INSTALLATION OF THE AJAX BOLT ASSEMBLY, INCLUDING THE SHEAR SLEEVE PLACEMENT AND NUT LUBRICATION; AND THE CONTRACTOR'S TENSIONING PROCEDURE. IN ADDITION, ALL AJAX BOLTS AND DTI'S SHALL BE VISUALLY INSPECTED ACCORDING TO THE DTI MANUFACTURER'S INSTRUCTIONS. THE BOLT INSPECTOR SHALL PROVIDE COMPLETE PHOTO DOCUMENTATION OF ALL BOLTS AFTER TIGHTENING CLEARLY SHOWING THE CONDITION OF THE DTI'S. INTERIOR OF POLE SHAFT EXTERIOR OF POLE SHAFT SHAFT REINFORCING ELEMENT POLE SHAFT WALL SHOP DRILL HOLE IN SHAFT REINFORCING ELEMENT,HOT-DIP GALVANIZED PER ASTM A123, FIELD COAT WITH ZRC ZINC COLD-GALVANIZING COMPOUND AFTER FIELD DRILLING; FIELD DRILLED HOLE IN SHAFT WALL; \� HOLE DIAMETER:NOMINAL 30mm(1-3116'MAXIMUM) COAT WITH ZRC ZINC COLD-GALVANIZING COMPOUND; HOLE DIAMETER:NOMINAL 30mm(1-3116"MAXIMUM) DIRECT TENSION INDICATOR(DTI)"SQUIRTER®'STYLE;ASTM F959 MANUFACTURED BY APPLIED BOLTING KNURLED WASHER \ TECHNOLOGY PRODUCTS,INC. (PART#2DTIM 208MGAFSIF).COLD MECHANICALLY GALVANIZED (PART#2KWDAM20) \ NOTE: ALL SHOP AND FIELD DRILLED y ; \ MACHINED END OF AJAX BOLT HOLES SHALL BE NOMINAL 30MM FOR AJAX INSTALLATION TOOL DIAMETER. THE MAXIMUM HOLE ' DIAMETER PERMITTED IS 1-3/16". N% AJAX M20 BOLT(NOMINAL 20mm OD) NOTE:ALL AJAX BOLTS,AJAX SPLIT AJAX M20 BOLT HEAD: \/ 'I AJAX NUT(LUBRICATE THREADS,REFER TO NOTES.) WASHERS,AJAX WASHERS,AJAX NUTS, 29mm OD / HARDENED FLAT WASHER ASTM F436; AND SHEAR SLEEVES SHALL BE HOT DIP MINIMUM HARDNESS RC38; • AJAX WASHER COLD MECHANICALLY GALVANIZED GALVANIZED PER ASTM A123 OR A153 AS AJAX SPLIT WASHER ��F P IFS APPROPRIATE. SHEAR SLEEVES MAY BE NOTE:COMPRESSIBLE GASKET MATERIAL SUCH AS NEOPRENE OR COLD GALVANIZED OR ZINC PLATED. SHEAR SILICONE CAULKING SHALL BE INSTALLED IN THIS GAP TO ENSURE \�� NG[N�f `rip THE SHEAR SLEEVE REMAINS SEATED TOWARD POLE SHAFT. (V 6 4 2 41 igi.5 SHEAR SLEEVE,ASTM A519 GRADE 4140(Fu=120 KSI MIN): GRIP I/ / r ' SIZE:29mm OD x 20mm ID r`'�/ LENGTH=NOMINAL[GRIP-6mm)=[GRIP-0.251(TOL.-0',+1/32") it/\/.//f,K SLEEVES SHALL BE ROUND,WITH ENDS CUT SQUARE AND DEBURRED. 24,40// TYPICAL AJAX BOLT DETAIL OREGON I EXPIRES: 6/3,/"6 S = Q s;av8 PROJECT:37515-0086.002.7700 f " P, JJPAULJ. FORD AND COMPANY BU #879570; WASHINGTON SQUARE o 8 H T� A�, STRUCTURAL ENGINEERS DRAWN BY: o $ n n w. 250 East Broad Street•Suite 600-Columbus,Ohio 43215 B.M.S.B S� m (614)221_6679 www.pjfweb.com MALL CHECKED BY: AJAX BOLT DETAIL � dJT T.J.D. c �“a CROWN CASTLE TIGARD OREGON APPR BY: ,o "S 0 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT DATE: S-2 o 3 5�•22 n PH: (602)845-1752 ; 3-13-2015 ' 37515-0086.002.DWG POLE SPECIFICATIONS POLE SHAPE TYPE: ROUND TAPER: NIA -_ 87-3" SHAFT STEEL: Fy=52 KSI BASE PL STEEL: Fy=36 KSI ANCHOR RODS: 1 1/2-a ' ASTM A354 GR BC i j S H A F T S E C T I O N D A T A 1 SHAFT SECTION LENGTH PLATE THICKNESS LAP SPLICE DIAMETER ACROSS FLATS SECTION (FT) (IN) (IN) (IN) 0 @ TOP @ BOTTOM i 1 35.00 03750 30.000 30.000 1 2 40.25 0.3750 30.000 30.000 4 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES 75'-O•TOP OF i .--. '• EXISTING POLE — MODIFICATIONS: 73'-3• I OA INSTALL NEW STEALTH CONCEALMENT REPLACEMENT. SEE SHEETS S-4 AND 5.5. 1 1 1. EXISTING CONCEALMENT TO BE REMOVED AND REPLACED WITH THE s',i ) NEW CONCEALMENT. 2. NEW CONCEALMENT CONNECTION IS TO BE SLIP SPLICED OVER THE EXISTING POLE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS i PRIOR TO FABRICATION AND INSTALLATION. EXISTING CONCEALMENT TO I 3. CONTRACTOR SHALL SEND PAUL J.FORD&COMPANY THE REMAIN .I r`, FABRICATION DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURING. . :r 4. CONTRACTOR TO COORDINATE EQUIPMENT SHUT DOWN AND i 'i CANISTER REMOVAL WITH CROWN CASTLE AND CUSTOMERS. CONTRACTOR TO PROVIDE SCHEDULE THAT MINIMIZES DOWN TIME FOR CUSTOMER SYSTEMS. 1 40'-3" I 1 I r i i �Feo PR9 � C OGINE"F'P `riS/O 64241PE 7 vfl ��//c f" I OREGON 4-ORr J. SVJf.,.� cp POLE ELEVATION 1 EXPIRES: mime S-3 ..D F'' F,, a v a A 4 PROJECT:37515-0086.002.7700 PAUL J. FORD AND COMPANY g BU #879570; WASHINGTON SQUARE m� °� � �o§ mo STRUCTURAL ENGINEERS , DRAWN BY: o°c-. '°° o a S N 94 250 East Broad Street•Suite 600•Columbus,Ohio 43215 B.M.S., a, m . n ,<° (614)221-6679 www.pjrweb.cam MALL MONOPOLE PROFILE 2 ,� y a a a CHECKED BY: IIIIfCROWN CASTLE TIGARD, OREGON T.J.D. l 191 APPROVED BY: q9--r e ° 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT DATE S-3 o d=o 5-N PH: (602)845-1752 3-13-2015 37515-0086.002.DWG TOP PLATE, BULK HEAD CONNECTIONS, AND FIBERGLASS CONCEALMENTS SHALL BE OBTAINED FROM STEALTH CONCEALMENT. PH # 1-800-755-0689 8T-3'TOP PLATE (BY STEALTH) • 84 C • /L ANTENNA NEW 4'XS x 12'-3'LONG ASTM A500-B-42(42 K51) 4111 - III KM'BULKHEAD (BY STEALTH) O O .. 0 . o .i BOTTOM BULK HEAD LOCATION NEW ANTENNA CONCEALMENT TO BE DETERMINED AND DIAMETER NOT TO EXCEED 78'. DESIGNED BY STEALTH COLOR OF CONCEALMENT • SHALL MATCH EXISTING POLE. 46664 ak Mk Aik ; NV NV 137 SECTION 2 - 1 I i (PROPOSED COAX FIT) �+-� 75'-0'TOP I Q i7 MONOPOLE Ii 73'-3'TOP I • O L i O EXISTING CONCEALMENT I I EXISTING TOP PLATE SHALL BE EXISTING CONCEALMENT - -a- _ REMOVED(FIELD TRIMMED AND TOP CONNECTION MAY NEED GROUND FLUSH).AREA SHALL BE TO BE ADJUSTED,MOVED COATED WITH ZRC PRIOR TO SLIP O O • SPLICE INSTALLATION AND/OR TEMPORARILY SUPPORTED DURING INSTALLATION OF THE NEW CONCEALMENT SLIP SPLICE. - - 0 NEW SPLINE PIPE ALL TRIMMED CORNERS NEW FLANGE PLATE SHALL HAVE A 1'RADIUS (RADOME NOT EXISTING ifANTENNA SHOWN FOR CLARITY) 75-0't EXISTING TOP _ ' I MONOPOLE . 0 l 74.-0'1 CA PORT TRIM NEW POLE SECTION E. TO FIT AROUND EXISTING " i.iiii J =., n - ® 's I E PORTS MAX 1'CLEAR S, (24)AJAX BOLTS EVENLY SPACED " w AROUND POLE.SEE DETAIL 5/S-5. ` N - 0 0 H ALL TRIMMED CORNERS SHALL HAVE A 1"RADIUS i,. - •- ®- IL, �" EXISTING ANTENNA V I NEW 31' X 18-SIDED SPLI CE SECTION 4 (ASTM A572 GR.65,FY=85 KSI) I- 7-T6 EXISTING POLE 2'-T NEW POLE 56-3'BOTTOM NEW FLANGE/POLE AND SECTION DETAIL 3 EXISTING CONCEALMENT 54 EXISTING POLE SHAFT PARTIAL ELEVATION 1 ��o PRcip • S-4 `�� tykGINEF`Q S\'•� Antenna Antenna Model Centerline Height,in Depth,in Width,in Coax Model QUANTITY Elevation,ft Nominal Actual 64241 P E Z Diameter,in Diameter,in y Elevation,ft Cr r DHHTT65B-3XR 72 7.1 12 TYPE 2(1-7/16) 6 84 1.44 1.4375 OPTIC FIBER JUNCTION CYLINDER 84 11.22 3.15 3.15 CR 50 1070(7/8") 12 0.875 1.17 /`6, POWER JUNCTION CYLINDER 15.354 3.15 3.15 FB-L98 002-XXX(3/8) 1 64 0.375 0.394 OGON 2.5G 8T8R RADAR FILTER 79 12.1 3 8 FB-L98B-035-XXX(1/4") 1 0.25 0.276 / RE , c TME-RRH-P4 76 23.82 8.96 13.78 WR-VG825T-BRDA(5/8") 2 0.625 0.645 L.,/Y J J .20° 800 10766 96 6 11.8 NOTE:COAX LAYOUT AND FIT IS THEORETICAL. ACTUAL LAYOUT AND FIT MAY 4-6,,Q� J SW P��S 9442 RRH 700 W/SOLAR 71 21 10.8 12.2 VARY PENDING EXISTING CONDITIONS. TME-DC6-48-60-18-8F 24 11 11 QBXLH-6565A-VTM 52 11 22.9 EXPIRES: /rj, 9442 RRH 700 W/SOLAR 62 21 10.8 12.2 LGP214nn 9 3 14 NOTE:ALL ANTENNA DIMENSIONS HAVE BEEN PROVIDED BY CROWN CASTLE.A 1-1/2"SPACING BETWEEN THE SPINE AND ANTENNA HAS BEEN ASSUMED. .. c -E ^6 S v a.?—.'o PROJECT:37515-0086.002.7700 s d�° PAUL J. FORD AND COMPANY BU #879570; WASHINGTON SQUARE w,. a DRAWN BY: d . 2-T 2 p STRUCTURAL ENGINEERS o g F, a N 250 East Broad Street Suite 600 Columbus,Ohlo 43215 B.M.S. RADOME PARTIAL 5_0 . g 0 0 n$ (614)221-6679 www.pjfweb.com MALL y .a N a ,a d CHECKED BY: ELEVATION DETAIL 5Ho a _�o CROWN CASTLE TIGARD1 OREGON T.J.D. ". g 0 APPRVED BY: as 5'a< 00 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT DATE: S-4 o a 5.,2 S E PH:(602)845-1752 3-13-2015 37515-0086.002.DWG I I a (6)314'.HOLES EQUALLY SPACED • ON A 8-B.C.FOR(6)5/8'e A325 BOLTS.TIGHTEN BOLTS PER AISC "TURN OF THE NUT'METHOD. Oki I♦ CJP IP NEW CONCEALMENT 3/8 , (ROUND) 1111 103 .I NEW 2'THK.xI1'0 ASTM A36 NEW CONCEALMENT FLANGE PLATE(FLANGE 2) NEW RADOME SPINE PIPE. ' SPINE PIPE SEE POLE ELEVATION ON SHEET S-4 FOR SIZE %.* RADOME BASE FLANGE PLAN • FIBERGLASS CONCEALMENT SHIELDING NOT SHOWN FOR CLARITY • : ANTENNA 4' MR) (6)3/4'e HOLES EQUALLY SPACED II • ON A 8'B.C.FOR(6)5181,A325 III BOLTS.TIGHTEN BOLTS PER AISC SECTION 1 'TURN OF THE NUT METHOD. R1'(TYP.)4 I* (PROPOSED ANTENNA FIT) S-5 i iR14-(TYP.)‘,,, AIM 000 NEW 23i4"THK.ASTM A36 1. FLANGE PLATE.MINIMUM PLATE DIAMETER 33"(FLANGE 1) • i LNEWCONC EN; NEW FLANGE PLATE FIBERGLASS CONCEALMENT SHIELDING NOT SHOWN FOR CLARITY -NEW CONCEALMENT ` SPINE PIPE (6)ROWS OF(41 BOLTS FOR A TOTAL a AR AJAX BOLTS EVENLY SPACED AROUND POLE. , 4111:(7 °a4' / EXISTING PORTS 1 4iP"‘ .If THE(TYP.) ,:Ai 11::. ,� EXISTING POLE SHAFT SECTION CO � . 0. �NEW 31"0X318'THK. (PROPOSED ANTENNA FIT) S-5 18-SIDED SPLICE SECTION J (ASTM A572 GR.65,FY=65 KSI) NEW FLANGE PLATE 5 FIBERGLASS CONCEALMENT SHIELDING NOT SHOWN FOR CLARITY S-5 ¢et) F— J' - F \ NEW RANGE 64241r d k/, EXISTING POLE SHAFT MI�,/`./IJ CJP .1 3lib /5 OREGON 3/8 r ✓�� 12�� 'I NEW FLANGE PLATE 6)T J. SW ARCS PROPOSED 75'-0"EL S-J EXPIRES: mini c m a a" g n d a Da o PROJECT:37515-0086.002.7700 3 A o c_. . PAUL J. FORD AND COMPANY BU #879570. WASHINGTON SQUARE DRAWN BY: �,� o mo STRUCTURAL ENGINEERS 1 E,--a a )1 N 250 East Broad Street•Suite 600•Columbus,Ohio 43215 B.M.S. NEW RADOME a g g d d Q (614)221.6679 www.pJfweb.com MALL L L K F, a',a c CHECKED BY: EXTENSION DETAILS IUU!U1 CROWN CASTLE TIGARD OREGON APPRpVEDBY: k a w o g S 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT S-5 DATE: o a- ...2 D° PH: (602)845-1752 3-13-2015 r 3 .• r I ' I r • 37515.0086.002.DWG MODIFICATION INSPECTION NOTES: 9.6. GENERAL 9.6.1. PERFORM PERIODIC ON-SITE OBSERVATION,INSPECTION,VERIFICATION,AND TESTING DURING THE TIME THE i 1. GENERAL CONTRACTOR IS WORKING ON-SITE. AGENCY SHALL NOTIFY CROWN CASTLE AND THE EOR IMMEDIATELY WHEN 1.1. THE MODIFICATION INSPECTION(MI)IS A VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF FIELD PROBLEMS OR DISCREPANCIES OCCUR. CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE MODIFICATION DRAWINGS,AS DESIGNED BY THE EOR. 9.7. FOUNDATIONS AND SOIL PREPARATION-(NOT REQUIRED( 1.2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. 9.8. CONCRETE TESTING PER ACI-(NOT REQUIRED] OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES. 9.9. STRUCTURAL STEEL 1.3. ALL MI'S SHALL BE CONDUCTED BY A CROWN CASTLE ENGINEERING VENDOR(AEV)OR ENGINEERING SERVICE VENDOR 9.9.1. CHECK STEEL ON THE JOB WITH THE PLANS. (AESV)THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN CASTLE. 9.9.2. CHECK MILL CERTIFICATIONS. CALL FOR LABORATORY TEST REPORTS WHEN MILL CERTIFICATION IS IN QUESTION 1.4. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND THE MI 9.9.3. CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS. INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH 9.9.4. INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT KNOWN,CONTACT 9.9.5. CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. YOUR CROWN CASTLE POINT OF CONTACT(POC). 9.9.6. CHECK FOR SURFACE FINISH SPECIFIED,GALVANIZED. 1.5. REFER TO ENG-SOW-10007:MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. 9.9.7. CHECK THAT BOLTS HAVE BEEN TIGHTENED PROPERLY. 9.9.8. PRIOR TO ANY FIELD CUTTING THE CONTRACTOR SHALL MARK THE CUTOUT LINES ON THE STEEL AND THE 2. MI INSPECTOR INSPECTION/TESTING AGENCY SHALL VERIFY PROPOSED LAYOUT,LOCATION,AND DIMENSIONS. THE 2.1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI TO,AT A MINIMUM: INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. 2.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. 2.1.2. WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION 9.10. WELDING: INSPECTIONS. 9.10.1. VERIFY FIELD WELDING PROCEDURES,WELDERS,AND WELDING OPERATORS,NOT DEEMED PREQUALIFIED,IN 2.1.3. THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GC INSPECTION AND TEST REPORTS,REVIEWING THE ACCORDANCE WITH AWS D1.1. DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS,CONDUCTING THE IN-FIELD INSPECTIONS,AND 9.10.2. INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED AND WITH AWS D1.1. SUBMITTING THE MI REPORT TO CROWN CASTLE. 9.10.3. APPROVE FIELD WELDING SEQUENCE. 9.10.4. A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO CROWN CASTLE BEFORE WELDING BEGINS 3. GENERAL CONTRACTOR NO CHANGE IN APPROVED SEQUENCES MAY BE MADE WITHOUT PERMISSION FROM CROWN CASTLE. 3.1. THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION 9.10.5. INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: INSTALLATION OR TURNKEY PROJECT TO,AT A MINIMUM: 9.10.5.1. INSPECT WELDING EQUIPMENT FOR CAPACITY,MAINTENANCE,AND WORKING CONDITIONS. 3.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. 9.1052. VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR CONFORMANCE TO 3.1.2. WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING SPECIFICATIONS. FOUNDATION INSPECTIONS. , 9.10.5.3. INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS D1-1. 3.1.3. BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS. 9.10.5.4. VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE REQUIREMENTS OF AWS D1.1. 3.1.4. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE OTHER TESTS MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR THEM TO REQUIREMENTS OF THE MI CHECKLIST AND ENG-SOW-10007. PERFORM THEIR DUTIES FOR THIS PROJECT. • 9.10.55. SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE. 4. RECOMMENDATIONS 9.10.5.6. INSPECT FOR SIZE,SPACING,TYPE AND LOCATION AS PER APPROVED DRAWINGS. 4.1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND 9.10.5.7. VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS. EFFECTIVENESS OF DELIVERING AN MI REPORT: 9.10.5.8. REVIEW THE REPORTS BY TESTING LABS. 4,1.1. IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLE 10,TO THE MI 9.10.5.9. CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. 9.10.5.10. INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. 4.1.2. THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. 9.10.5.11. CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY REPAIRED. 4.1.3. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS. 9.11. REPORTS: 4.1.4. IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION 9.11.1. COMPILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO CROWN CASTLE. INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S)TO COMMENCE WITH ONE SITE VISIT. 9.11.2. THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC ITEMS OF 4.1.5. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY CONCERN. IT IS NOT INTENDED TO BE ALL-INCLUSIVE IT DOES NOT LIMIT THE TESTING AND INSPECTION AGENCY TO DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE,THE GC MAY CHOOSE TO COORDINATE THE MI THE ITEMS LISTED. ADDITIONAL TESTING,INSPECTION,AND CHECKING MAY BE REQUIRED AND SHOULD BE CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON ANTICIPATED. THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL JUDGMENT AND KNOWLEDGE OF THE JOB SITE. SITE CONDITIONS AND THE CONTRACTOR'S PERFORMANCE TO DECIDE WHAT OTHER ITEMS REQUIRE ADDITIONAL ATTENTION. THE TESTING AGENCY'S JUDGMENT MUST PREVAIL ON ITEMS NOT SPECIFICALLY COVERED.ANY 5. CANCELLATION OR DELAYS IN SCHEDULED MI DISCREPANCIES OR PROBLEMS SHALL BE BROUGHT IMMEDIATELY TO CROWN CASTLE'S ATTENTION. RESOLUTIONS I 5.1. IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY CANCELS OR ARE NOT TO BE MADE WITHOUT CROWN CASTLE'S REVIEW AND SPECIFIC WRITTEN CONSENT. CROWN CASTLE DELAYS,CROWN CASTLE SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS OF DEPOSITS AND/OR OTHER RESERVES THE RIGHT TO DETERMINE WHETHER OR NOT A RESOLUTION IS ACCEPTABLE. PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME(E.G.TRAVEL AND 9.11.3. AFTER EACH INSPECTION,THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REJECTION WHICH LODGING,COSTS OF KEEPING EQUIPMENT ON-SITE,ETC.). IF CROWN CASTLE CONTRACTS DIRECTLY FOR A THIRD PARTY WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO CROWN CASTLE. THIS WRITTEN ACTION WILL MI,EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS CAUSED BY WEATHER OR OTHER GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED,PRIOR TO CONTINUING CONSTRUCTION,AND/OR CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. LOADING OF STRUCTURAL ITEMS. 9.11.4. THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS. THE 6. CORRECTION OF FAILING MI'S CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT DOCUMENTS. 6.1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI(-FAILED Mr),THE GC SHALL WORK WITH CROWN CASTLE TO THE TESTING AGENCY WILL NOT REPLACE THE CONTRACTOR'S QUALITY CONTROL PERSONNEL. COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: 6.1.1. CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MI. 6.1.2. OR,WITH CROWN CASTLE'S APPROVAL,THE GC MAY WORK WITH THE EOR TO RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. 7. MI VERIFICATION INSPECTIONS 7.1. CROWN CASTLE RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S)ON TOWER MODIFICATION PROJECTS. 7.2. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG-SOW-10007. 7.3. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEV/AESV FIRM AFTER A MODIFICATION PROJECT IS COMPLETED,AS MARKED BY THE DATE OF AN ACCEPTED'PASSING MI"OR-PASS AS NOTED MI"REPORT FOR THE ORIGINAL PROJECT. 8. PHOTOGRAPHS MI CHECKLIST 8.1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: CONSTRUCTION/INSTALLATION INSPECTIONS AND REPORT ITEM 8.1.1. PRECONSTRUCTION GENERAL SITE CONDITION TESTING REQUIRED(COMPLETED BY EOR) 8.1.2. PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION 8.1.3. RAW MATERIALS PRE-CONSTRUCTION 81.4. PHOTOS OF ALL CRITICAL DETAILS X MI CHECKLIST DRAWINGS 8.1.5. FOUNDATION MODIFICATIONS 8.1.6. WELD PREPARATION X EOR REVIEW 8.1.7. BOLT INSTALLATION AND TORQUE X FABRICATION INSPECTION 8.1.8. FINAL INSTALLED CONDITION • 8.1.9. SURFACE COATING REPAIR X FABRICATOR CERTIFIED WELD INSPECTION 8.1.10. POST CONSTRUCTION PHOTOGRAPHS X MATERIAL TEST REPORT(MTR) 8.1.11. FINAL INFIELD CONDITION X FABRICATOR NDE INSPECTION 8.1.12. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. 8.1.13. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS,PLEASE REFER TO ENG-SOW-10007. NA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRED) 9. INSPECTION AND TESTING X PACKING SLIPS 9.1. ALL WORK SHALL BE SUBJECT TO REVIEW AND OBSERVATION BY CROWN CASTLE'S REPRESENTATIVE AND CROWN ADDITIONAL TESTING AND INSPECTIONS: CASTLE'S AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. 9.2. INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS ARE STILL REQUIRED WHEN THE EOR PERFORMS SUPPORT SERVICES DURING CONSTRUCTION. CONSTRUCTION 9.3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE X CONSTRUCTION INSPECTIONS CONTRACTOR AT NO ADDITIONAL COST. NA FOUNDATION INSPECTIONS 9.4. AN INDEPENDENT QUALIFIED INSPECTION/TESTING AGENCY SHALL BE SELECTED,RETAINED AND PAID FOR BY CROWN CASTLE FOR THE SOLE PURPOSE OF INSPECTING,TESTING,DOCUMENTING,AND APPROVING ALL WELDING AND FIELD NA CONCRETE COMP.STRENGTH AND SLUMP TESTS WORK PERFORMED BY THE CONTRACTOR. NA POST INSTALLED ANCHOR ROD VERIFICATION 9.4.1. ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES. 9.4.2. THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSE A MINIMUM OF INTERRUPTION TO,AND NA BASE PLATE GROUT VERIFICATION COORDINATE WITH,THE WORK IN PROGRESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE NA CONTRACTOR'S CERTIFIED WELD INSPECTION WORK SCHEDULE WITH THE TESTING AGENCY.THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND ACCESS EARTHWORK:PROVIDE PHOTO DOCUMENTATION OF EXCAVATION QUALITY FOR THE TESTING AGENCY TO PERFORM THEIR DUTIES. NA AND COMPACTION 9.5. THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SERVICES AND INSPECT THE FOLLOWING ITEMS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. THE TESTING AGENCY SHALL INSPECT X ON SITE COLD GALVANIZING VERIFICATION ITEMS ON THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY. THE TESTING AGENCY SHALL NA GUY WIRE TENSION REPORT UTILIZE EXPERIENCED,TRAINED INSPECTORS INCLUDING AWS CERTIFIED WELDING INSPECTORS(CWI). INSPECTORS X GC AS-BUILT DOCUMENTS SHALL HAVE THETRAIN1NG,CREDENTIALS,AND EXPERIENCE APPROPRIATE FOR AND COMMENSURATE WITH THE SCOPE AND T, O ;INSPECTION WORK TO BE PERFORMED. NA INSPECTION OF ONE SIDED BOLTS AND DTI'S PER REQUIREMENTS ON SHEET S-2 E NA MICROPILE/ROCK ANCHOR INSTALLER'S DRILLING AND INSTALLATION LOGS "� AND QA/OC DOCUMENTS 6 4 2 41 F E ADDITIONAL TESTING AND INSPECTIONS: 49ATS POST-CONSTRUCTION /kJ .MI INSPECTOR REDLINE OR RECORD DRAWING(S) OREGON! NA POST INSTALLED ANCHOR ROD PULL-OUT TESTING 1O REFER TO MICROPILE/ROCK ANCHOR NOTES FOR SPECIAL INSPECTION AND Y ( I 2'J NA TESTING REQUIREMENTS. �(JRT J SV`I k�� PHOTOGRAPHS ADDITIONAL TESTING AND INSPECTIONS: EXPIRES: • NOTE: X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT �.ggD® a 5 a L.o PROJECT:37515-0086.002.7700 ra-n PAUL J. FORD AND COMPANY BU #879570. WASHINGTON SQUARE no o STRUCTURAL ENGINEERS DRAWN BY: ' a a F.L F 250 East Broad Street Suite 600'Columbus,Ohio 43215 B.M.S. � g 'O a z (614)221-6679 www.plfweb.com MALL MI CHECKLIST ° CHECKED BY: - m a v `d m� o C1 g m � o llUFli CROWN CASTLE TIGARD, OREGON APPRgV BY: =. 5350 NORTH 48TH STREET,SUITE 305,CHANDLER,AZ 85226 MONOPOLE REINFORCEMENT AND RETROFIT PROJECT DATE: S-6 C N n o °» .� PH: (602)845-1752 3-13-2015 '1\1)) . RECEIVED �� P029XC053 (CCI # 879570) MAY 18 2015 Sprint° ' SpriCONSTRUCTION DRAWI N NGDIVISION Sr1IdSUNG nt® fr ,PROJECT DATA PROJECT CONTACTS DRAWING INDEX CROWN SHEET DESCRIPTION CASTLE SITE ADDRESS: 9585 SW WASHINGTON SQ RD GOVERNING CODES PROJECT MANAGER I - TIGARD,OR 97223 SPRINT SPECTRUM LLC. IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 8405 SW NIMBUS AVE,SUITE B T-1.0 TITLE SHEET LATITUDE: 45°27'10.6704"N LONGITUDE: 122°46'41.3904"W NEC-2008,NATIONAL ELECTRICAL CODE BEAVERTON,OR 97008 A-1.0 EXISTING OVERALL SITE PLAN SOURCE: GPS READING(GD REDLINES) JODI JONES A-2.0 EXISTING ENLARGED SITE PLAN Cascadia PM DATUM: NAD 83 A.D.A.COMPLIANCE PH:503.704.8741 INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. A-3.0 ENLARGED ANTENNA LAYOUTS 5501 NE 109TH COURT.SUITE A-2 JURISDICTION: CITY OF TIGARD HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. CONSTRUCTION MANAGER A-4.0 EXISTING ELEVATIONS VANCOUVER.WA 98662 APN: 151260000300 SPRINT SPECTRUM LLC. PH 360665.9200 PARCEL TAX ID: R0236587 8405 SW NIMBUS AVE,SUITE B A-5.0 FINAL ELEVATIONS ZONING CLASSIFICATION: MUC BEAVERTON,OR 97008 A-6.0 ANTENNA&ROUTING DETAILS JEFF DUNHAM GROUND ELEVATION: 247'AMSL PH:503.807 8020 A-6.1 HYBRID CABLE DETAILS ♦ TOP OF(E)MONOPOLE: 87'AGL PROPERTY OWNER A-7.0 RRH DETAILS liallA OCCUPANCY GROUP: U PPR WASHINGTON SQUARE LLC ��ia arasa��ra.� E-1.0 ANTENNA GROUNDING PLAN CONSTRUCTION TYPE: II-B CARLSBAD,CA 92018 E-2.0 GROUNDING RISER DIAGRAM M Lc) „..1.0 E-3.0 �NGINEF t cS�� E-3.0 GROUNDING DETAILS TOWER OWNER I MANAGER 18 i CROWN CASTLE USA GN-1 GENERAL NOTES 1505 WESTLAKE AVE.NORTH SUITE#800 GN-2 GENERAL NOTES C SEATTLE.WA.98109 W rA 0 ; TOM GOODE GN-3 GENERAL NOTES 0014 PROJECT SUMMARY DRIVING DIRECTIONS PH:425.202.0191 GN-4 GENERAL NOTES ir. if ZONING&PERMITTING CONSULTANT O '9y ig �` FROM PORTLAND INTERNATIONAL AIRPORT: CROWN CASTLE USA - THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: 1505 ESTLAKE AVE.NORTH SUITE#800 4-27-15 R AL M° W 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS 1.TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE 84/PORTLAND/SALEM(0.5 MI) SEATTLE,WA.98109 CPM PROJECT NO.: 8138 FACILITY. 2.MERGE ONTO 1-205 S(2.6 MI) SANDRA WALDEN 3.TAKE EXIT 21B TO MERGE ONTO 1-84 W/U.S.30 W TOWARD PORTLAND(5.4 MI) PH:503.709.0820 PRELIMINARY 2. PROPOSED INSTALLATION OF THREE(3)TRI-BAND PANEL 4.TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM(0.4 MI) STRUCTURAL ENGINEER NO DATE D/C DESCRIPTION ANTENNAS AND THREE(3)RRH'S WITH ANCILLARY EQUIPMENT AND 5.MERGE ONTO I-5 S(1.1 MI) VECTOR STRUCTURAL ENGINEERS 0 09-18-14 CL/BU 90%CD REVIEW CABLING. 6.SLIGHT RIGHT TO STAY ON 1-5 S (7.7 MI) 9138 S STATE ST.,SUITE 101 7.TAKE THE OR-217 EXIT TOWARD KRUSE WAY/LAKE OSWEGO (0.4 MI) SANDY,UT 84070 8.TURN RIGHT ONTO OR-217 N(2.7 MI) CONTACT:ROGER T.ALWORTH,S.E. 9.TAKE THE OR-210/SCHOLLS FY.RD EXIT(0.4 MI) PH:801.990.1775 SUBMITTAL 10.TURN RIGHT ONTO OR-210 E/SW SCHOLLS FERRY RD(289 FT) RF ENGINEER NO. DATE D/C DESCRIPTION _ 11.TURN RIGHT TOWARD SW WASHINGTON SQUARE RD(115 FT) TBD 0 04-17-15 JS/JS BP SUBMITTAL 12.TURN RIGHT ONTO SW WASHINGTON SQUARE RD _ - _ DESTINATION WILL BE ON THE RIGHT(0.5 MI) POWER COMPANY PORTLAND GENERAL ELECTRIC ESTIMATED TIME: 34 MINUTES PH:800.743.5000 SITE NUMBER ESTIMATED DISTANCE: 24 MILES ETHERNET PROVIDER P029XC053 COMCAST VICINITY MAP H 50320 CO CAST8.7926 CCI SITE#879570 SITE NAME WASHINGTON SQUARE MALL 1� a"w Progress SITE ADDRESS Braley Corner ,p,0 9585 SW WASHINGTON SQ RD N TIGARD,OR 97223 o - PROJECT LOCATION 4 c. • s ,6 APPROVAL LIST SHEET TITLE F7 , 8 ii'h c TITLE SIGNATURE DATE o Beaverton Q Ft �i8/I, L PROPERTY OWNER TITLE• �°.L w Blum Rd.. M _ _... SR` b s� i 217 --. - * SPRINTREPRESENTATNE SHEET CO q sy� �g� Z - -- a 16.1° PROJECT MANAGER • O„ Rohl N A N SITE ACQUISITION '. Q g TN MN - SHEET NO. QQ ZONING 1 Metzger Park C6 i,e '. W E CONST.MANAGER T-1 .O A - fig RF ENGINEER o ...1v S° -. SW Locust St r4 M�zger s AAV MANAGER ---- - I I I I - - ; I I - ADJACENT ZONING �� DRAWING LEGEND I I MUC I I I /,/ --- --- SUBJECT PROPERTY LINE • • - I I I /f / --- -- - -- --_--- ADJACENT PROPERTY LINE .2:-."'......',.. print • NI) _ I I % ' % , I\ j r:� LEASE AREA I o J f" I \ BCyb / // COAX (E)COAXROUTE �', - - - - - - ! I I r I 1 �� „��f„��„� HYBRID (E)HYBRID CABLE ROUTE H e "1 /// /////�iviiaizz // ././// ” I _ __ T TELCO ROUTE (E)LINE OF TREE \ .- _,r-� `�,�-1,�� CANOPY(TYP / \\\\ - T!P TELCO/POWER ROUTE OZ. i T-' I 1-...''.446.-9”. \ \ P POWER ROUTE W, % �-� .L . _ -Ii ir�■ 1 \ F FIBER ROUTE um EMT LOOKOUT DINE SW BLUM RD___ 1 I I - - F I P FIBER/POWER ROUTE IOCIWOM014.TX 70062-4124 N I _ _ -- 1 1 �` I x x x EXISTING FENCE j INGRESS/EGRESS - y 1 FROM SW BLUM RD i I I I CROWN y I - - I _ _ _ CASTLE l Sri- iiiiiii�iiiii�iiG $ as 0 I — ` (E)ASPHALT I' 0 © ELEVATION MARKER / / LT1INI I MOW Pill/• . IBUILNG ZONING:MUC O .SUITE A 2 COMMABBREVIATIONS VANCOWER0062-_....._............... PH:3608800 RMARTI (E) EXISTING (P) PROPOSED I I 1-- _ f I (N) NEW ! 0 1}�- riir (TYP) TYPICAL o Will r ��irate►i .W ~ y r v„.iiiiiiariiiiiiviiiiiiir%........_......_....... - - (E)ASPHALT � A`.-, �yi PARKING LOT 7 / NOTE: O �;' �NGINEEE ct'0 4 I co <t! 7'' p `/ ' -- / SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL �-- Q' 18\ , IMAGES AND SITE PHOTOS. L L ( ) SPHALT l__ t x E A PARKING LOT _- - _ - W P \ \ , • / SW WASHINGTON SQUARE RD / QQN • i ��- -- -- y i (E)SUBJECT PROPERTY LINE • 4-27-15 R ALW /I ! i �� ' (TYP) i - I _ CPM PROJECT NO.: 8138 1 ' ADJACENT ZONING ADJACENT ZONING PRELIMINARY y R-4.5 i m MUE-1 NO. DATE D/C DESCRIPTION �I % / W 0 09-18-14 CUBU 90%CD REVIEW / ---- _ _.. _ t I i I 7 / -I 3 y / SUBMITTAL / / 1 / NO. DATE D/C DESCRIPTION i r /l 0 04-17-15 JS/JS BP SUBMITTAL 1 -� 1 / y % - -- - \ -- ////\ -- .._.....__—, SITE NUMBER • 1 P029XC053 I fi�fii°iii/ l / CC I SITE#879570 ADJACENT ZONING 1 I /,�,,,��irr A - SITE NAME MUC \ I -- E)ADJACENT PROPERTY LINE SQUARE MALL I / /r Jr--(TYP) WASHINGTON y I - SITE ADDRESS C- I _ _ 9585 SW WASHINGTON SO RD \• I i / TIGARD,OR 97223 L / / • I L (E)ASPHALT I SHEET TITLE PARKING LOT 7 ”" y I ,6j, (E) OVERALL - Hi SITE PLAN -. TN MN ! . \ ?n ® \ \ \ / !�! W E SHEET NO. - 5 A-1 .0 SCALE:1"=300'-0"(11X17) 0' 150' 300' 600' 1 EXISTING OVERALL SITE PLAN SCALE 1"=150'-0"(22X34) Sprint. �' 1 alier 1 u130,1 EAST 1D0100M ow Roomosow.TX 750811-4124 8.• 36'.x' CROWN n 18'-0 • 4'-8" • 15'-0" CASTLE • ♦ unuonunumm�uenun9unuuuuueunnunumm�unnnnl" (E)SPRINT RRH'S MOUNTED BELOW IIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII8IIIIIIIIIm" ANTENNAS;(1)RRH-C2A 8(1)RRH-P4 PER CdSCddld PM uiiimm m minimm item 01818080°m in SECTOR(TYP).RRH-C2A RELOCATED TO I9lullmlmmmmmllllllmlllmmlmml9iiiiri ( ) • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImm'P"" GROUND MOUNTED ON(N)H-FRAME 5501 NE 109TH COURT.SUITE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII"""' VANCOUVER,WA 98662 1111111111111111111111111111111111 . 111111111111111111111111111111111' 1 PH:160685.9200 iiiiii illI ririll (E)SPRINT ANTENNAS TO BE REMOVED 0110111011111111191111111- (TYP)IN STEALTH CANISTER ' 111111111111111111118188" IIIIIIIIIIIIIIIIIIII8I' in )111' '' .4511"2.rih j'itli(11h6 ° 11111111118111111'^ E 87-0" ANTENNAS OTHER o • IIIIIIIIillim' ( ) 1111111P" CARRIER ANTENNAS NOT IIP" SHOWN FOR CLARITY . M Q�c., G I NFF % 4 18 . W .--- •• ,.. E \ a •., �� X w CON (E)RAISED STEEL EQUIPMENT t*..., :• V • NPLATFORM-OTHER CARRIER(TYP) 4 •:•�t� (E)3'-0"LADDER e ♦ 4 f re j O qr 18 �cZ' .••:•V "° z 4-27-15 ALWG (E)24"WIDE SPRINT —�_ a I CPM PROJECT NO.: 8138 ICE BRIDGE(TYP) �,••••••• 0 O • _•x.04 v PRELIMINARY (E)SPRINT GPS ..':•;•::".."1, (E) ��r��i -4'w$$t 11,.E ;• NO. DATE D/C DESCRIPTION . ill El U ♦++.`.�,.../.100 A 0 09-18-14 CUBU 90%CD REVIEW 101.1Z� S V o SUBMITTAL a c? NO DATE D/C DESCRIPTION • a �j 71 0 04-17-15 JS/JS BP SUBMITTAL (E)SPRINT UTILITY H-FRAME;200A PPC f� �'_: 1 ) O W/200A GENERATOR DISCONNECT& LJ (E)THREE(3)800 RRU U - TELCO CABINET RELOCATED TO GROUND ii.. MOUNTED ON(N)H-FRAME SITE NUMBER P029XC053 (E)SPRINT 200A METER CCI SITE#879570 BASE W/DISCONNECT SITE NAME V U, ,•oI WASHINGTON _y j ,/ \ , SQUARE MALL (E)TRANSFORMER SITE ADDRESS 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 — 12'-0" 19'-8" 5'-10" r 41 (GATE) r\8„ (CONC.PAD) SHEET TITLE 38-8 (COMPOUND AREA) 18.1- (E) ENLARGED N SITE PLAN TN MN MP W E SHEET NO. S 1 EXISTING ENLARGED SITE PLAN SCALE 3/16"=1'-0"(11X17) 5' `A -2 .0 SCALE 3/8"=1'-0"(22X34) ==MO (N)SPRINT TRIBAND PANEL igh U° ANTENNAS;(TYP OF 3) in U to „ Sprint ° \S> (E)RF TRANSPARENT ej j (E)RF TRANSPARENT e?' J RADOME O. RADOME ��• G (N)SPRINT RRU MOUNTED NEAR ty Z ANTENNA;THREE(3)2.5 RRU'S NNIV (TYP(1)PER SECTOR) (E)87.-0"MONOPOLE;OTHER �rrf _ O (E)87'-0"MONOPOLE;OTHER f CARRIER ANTENNAS NOT ,�{t�~� CARRIER ANTENNAS NOT ,;.�11'� 1301 EI6T LOOIOOU�DRIVE SHOWN FOR CLARITY ` 7 ';11,;�� \\O SHOWN FOR CLARITY ♦ 11`.�Al "°M1O°°11,TX 75M-4124 U//,�' ", �A• (E)SPRINT RRU'S MOUNTED f7 CROWN __ `7� + ,'�� BELOW ANTENNAS;THREE(3) _ -� sr' � �__ _ CCASTLE �'� �j • 1900 RRU'S(TYP.(1)PER 1` e I '.- ��° SECTOR) `• i �PS�GSrypO `: ',` i .,0 Fe PS�G'(1,pp !. .`- I ,,a,, • Ne GP�\tsv� r ` iii giy,�PgS GPI�Jt� �j47 T,qS CdSCd(�Id PM bOjor Th'.FC'T \� P1 rH.FCT 720°' 70��Q 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 (E)SPRINT 800MHZI1900MHZ DUAL vrr 360.8e5.9200 POLE ANTENNA INSIDE(E)RF TRANSPARENT RADOME.TYPICAL OF (1)PER SECTOR-TO BE REMOVED / � � 164° 16.1° ANTENNAS;SPRINT RRH'S RRH-C2A MOUNTED BELOW EH-P4 PER N N \ NGIJV��tPj Ul teary ss�t►■»�� SECTOR(TYP);RRH-C2A RELOCATED TO TN MN TN MN M �� E'i C3y GROUND MOUNTED ON(N)H-FRAME CV Q 7• 18 r W E W E .- 0 S S w IVA „ 7, GON SCALE.1/2"=1'-0"(11X17) 0' 1' 2' 4' SCALE:1/2"=1'-0"(11X17) 0' 1' 2' 4' 1 ANTENNA PLAN - EXISTING I SCALE 1"=1'-0"(22X34) .�.� 2 ANTENNA PLAN - FINAL SCALE:1"=1'-0"(22X34) ' ■ t 041'/8,O 4-27-15 R AL'N I CPM PROJECT NO.: 8138 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 09-18-14 CUBU 90%CD REVIEW NOTES: 1. TOWER STRUCTURAL AND ANTENNA MOUNT/PLATFORM ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT SUBMITTAL INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. NO. DATE D/C DESCRIPTION 0 04-17-15 JS/JS BP SUBMITTAL 2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS,SUBJECT TO OWNER APPROVAL. 3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. 4. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. SITE NUMBER P029XC053 CCI SITE#879570 SITE NAME WASHINGTON SQUARE MALL SITE ADDRESS 9585 SW WASHINGTON SO RD TIGARD,OR 97223 SHEET TITLE ENLARGED ANTENNA PLANS SHEET NO. A-3.0 3 NOTES 4 NOT USED (E)TOP OF RF TRANSF (E)TOP OF RF TRANSPARENT RADOME —(E)TOP OF RF TRANSPARENT RADOME 90''0 i $ 90'-0" 90'(Y' - Sprint , 4.1 _ (N)SPRINT ANTENNA F (E)SPRINT ANTENNA RAD CENTER (E)SPRINT ANTENNA RAD CENTER 84-0" 84'-0" 84'-0" (E)SPRINT RRH'S MOUNTED BELOW (E)SPRINT RRH'S MOUNTED BELOW II ANTENNAS;(1)800MHZ&(1)1900MHZ ANTENNAS;(1)800MHZ&(1)1900MHZ PER SECTOR(TYP);RRH-C2A RELOCATED (E)SPRINT 800MHZ/1900MHZ DUAL PER SECTOR(TYP);RRH-C2A S (N)SPF (E)SPRINT 800MHZ/1900MHZ DUAL I TO GROUND MOUNTED ON(N)H-FRAME POLE ANTENNA INSIDE(E)RF j( RELOCATED TO GROUND MOUNTED ON POLE ANTENNA INSIDE(E)RF / 1301 EAST OfiIYF TRI TRANSPARENT RADOME;TYPICAL OF (N)H-FRAME Nip TRANS TRANSPARENT RADOME;TYPICAL OF (1)PER SECTOR TO BE REMOVED ' (1)PER SECTOR TO BE REMOVED .. �'� (E)TOP OF OTHER CAI (E)TOP OF OTHER CARRIER ' .II CAN STERF/OTOP PLATE CROWN Al, CANISTER/TOP PLATI At CANISTER STER/TOP PLATE �I�_�L 75'-° "t" . CASTLE itp (E)OTHER CARRIER Al �(EIOTHER CARRIER ANTENNA RAD CENTER / AI( E)OTHER CARRIER ANTENNA RAD CENTER / ±72'-0" t 72'-0" ±72'-0" Cascadia PM 5501 NE 109TH COURT.SUITE A-2 VANCOUVER.WA 98662 PH 360.885 9200 In ��;@ t.NGINE 4. 1 sos N Q 7'18 1 T- I 6_ wV 4. :• GON ' 4Q. to Or 4-27-15 A AL 1 I CPM PROJECT NO.' 8138 I — I PRELIMINARY (E)87'-0"MONOPOLE NO DATE D/C DESCRIPTION 0 09-18-14 CUBU 90%CD REVIEW I SUBMITTAL NO.' DATE D/C DESCRIPTION 0 04-17-15 JS/JS BP SUBMITTAL (E)87-0"MONOPOLE SITE NUMBER P029XC053 CC I S I I E#879570 SITE NAME WASHINGTON SQUARE MALL SITE ADDRESS 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 (E)6'-0"TALL CHAIN LINK (E)6'-0"TALL CHAIN LINK FENCED COMPOUND FENCED COMPOUND SHEET TITLE rr r:• : •t•:r:•.4:• • . EXISTING . _$ S f ELEVATIONS . : ti3fi t:y;:}}:v}:T:r,..•. .: Jt. r.•f or•�: h•• .r • .: h•• � : {: :.ti• } .. r r f f .. r ❖ : . .. ...� h.. { .rW .r.r. I `.K I MitiMOMM : rr ' I::•:1:K: i S r h 1 •�{•h•+•+4:::yr. f-,:.r,•Ji' r .ia+ `� SHEET NO. h v• .T: r.r..: r ::� rte•.�.•.• (E)GRADE 0'-0" (E)GRADE 0-0., ar ..arrv....r_..... , h..,..,..�•''e.�':, a I .:......::...;..rr,.; I... ...: .........._k2S: (E)GRADE 0'-0" .. -, •�, E. (247'AMSL) (247'AMSL) _.. .. ...... (247'AMSL) ::•:,x .� I .::,• ,.:.. 1 SOUTH ELEVATION — EXISTING SCALE ,"=,0'-0"(11X4) o' - =� 20 SCALE 1"=10-0'(22X17) o' S' 10' A-4. 0 1 SOUTH EL SCALE 1"=5'-0"(22X34) 2 EAST ELEVATION — EXISTING SCALE 1"=5'-0"(22X34) i NOTES: NOTES: NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE MATCH REQUIRED. 9O TOP OF RF TRANSPARENT RADOME IF REQUI OP OF RF TRANSPARENT RADOME VERIFY PAINT AND FINISH VVI HOWN _ = VERIFY PAINT MANUFACTURER F N SHWITHOWNER. Sprints Ns> • 90,-0" • (N)SPRINT ANTENNA RAD CENTER h (N)SPRINT ANTENNA RAD CENTER III (E)SPRINT RRH'S MOUNTED — (E)SPRINT RRH'S MOUNTED BELOW ANTENNAS;(1)1900MHZ _ BELOW ANTENNAS;(1)1900MHZ 1 PER SECTOR(TYP) S (N)SPRINT 2500MHz/800MHZ/1900MHZ PER SECTOR(TYP) a (N)SPRINT 2500MHz/BOOMHZJ1900MHZ TRI-BAND ANTENNA INSIDE(E)RF TRI-BAND ANTENNA INSIDE(E)RF RADOME;TYPICAL OFjjyppj� j� MY TRANSPARENT RADOME;TYPICAL OF (1)PER SECTOR (1)PER SECTOR (E)TOP OF OTHER CARRIER CROWN (E)TOSTERFlOT H PLATE I' 75'-0ISTER/TOP PLATE Al, 7A-0I VIII CASTLE (N)SPRINT RRH MOUNTED NEAR (N)SPRINT RRH MOUNTED NEAR AM . (E)OTHER CARRIER ANTENNA RAD CENTER / ANTENNA;(1)PER SECTOR(TYP) (E)OTHER CARRIER ANTENNA RAD CENTER 7 ANTENNA;(1)PER SECTOR(TYP) ±72'-0" ±72'-0"Ii Cascadia PM , V.....estm..--i=174.14511 5501 NE 109TH COURT.SUITE A-2 VANCOWER,WA 98662 PH:360.885.9200 o C�` ,�GINE `,O CV 718 i i d X W !r I . GON 0 '9y re 2S 4-27-15 ��fi ALW° I CPM PROJECT NO.' 8138 I PRELIMINARY NO. DATE D/C DESCRIPTION ' (E)87-0"MONOPOLE 0 09-18-14 CUBU 90%CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 04-17-15 JS/JS BP SUBMITTAL 1 (E)87-0"MONOPOLE SITE NUMBER P029XC053 CCI SITE#879570 SITE NAME WASHINGTON SQUARE MALL SITE ADDRESS 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 (E)6-0"TALL CHAIN LINK (E)6'4'TALL CHAIN LINK FENCED COMPOUND FENCED COMPOUND SHEET TITLE FINAL w..::.:....:...::..•• , r: .I' •C< .r A. :.S _ {:•,:C: :}i::: :•rrr::: $:::::::::::::::::::::::::::::::::::::::::::: .rii• •d• -L:,�s� ::1': 'i ISM:'�i ;:'i�i:�::.?;�i�:?:i:: :...>.• ..1� f;' 1 : I r I •:::. ::• '•:. i;-i:* elf .� aP . .r. :• .:.: •.::• •:r' °-i;:::v:: .<. ..:� •�'a SHEET NO. (E)GRADE 0'-0.' ........ :'i+- ...I ,...�\� �.... .->`•`::..-•---..�... .. . .. ... ........ (E)GRADE 0'-0" :�::,':�� •'':.:-....... . a.:lr�... • ::•• .-.� (247'AMSL) (247 AMSL) SCALE:1"=10'-0"(11X17) 0' 5' 10' 20' SCALE:1"=10'-0"(11X17) 0' 5' 10' 20' A 5 s O 1 SOUTH ELEVATION - FINAL ~SCALE 1"=5'-0"(22X34) 0 2 EAST ELEVATION - FINAL SCALE 1"=5'-0"(22X34 NOTES: 1. IF REQUIRED,PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR MANUFACTURER: COMMSCOPE BLEND WITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT. PART NUMBER: DHHTT65B-3XR Sprint LENGTH: 72.0" 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT WIDTH: 11.9" - OF CONSTRUCTION. DEPTH 7.1" WEIGHT W/O BRACKETS: 45.4 LBS SIIl':1SUN G 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. WEIGHT W/BRACKETS: 57.7 LBS 4. NEW SPRINT RRH'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN BRACKET MODEL/:BSAMNT-1 DOWNTILT KIT ON DETAIL 4/-. 1301 DST LOOKOUT MAE NO W1130011.7X 70002-4124 I .� CROWN 1 SPRINT ANTENNA SPECIFICATIONS SCALE NTS(11X77) (N)TRI-BAND PANEL vF CASTLE SCALE.NTS(22X34) ANTENNA (E)3"0(3-1/2"O.D.)PIPE MOUNT Cascadia PM RRH I HYBRID CABLE SCHEDULE 5501 NE 109TH COURT,SUITE A-2 QTY. RRH MODEL RRH FREQUENCY HYBRID CABLE HYBRID CABLE JUMPER JUMPER VANCOUVER,INA 98882 LENGTH TYPE SIZE LENGTH PH:360.885.9200 3 RRH-C2A 800MHz TBD TYPE2 1/2" TBD 3 RRH-P4 1900MHz 110' TYPE2 1/2" 8' 3 2.5GHz RRH-88 2500MHz 110' TYPE 2 1/2" 6' \\Y\\ 4 NEW ANTENNA SCHEDULE _ �:�!,r ANTENNA ANTENNA ANTENNA ANTENNA i•‘3.�i iJ:a� SECTOR FREQUENCY MFR. MODEL ANTENNA AZIMUTH RAD CENTER ANT.LENGTH MECH.TILT ELECT.TILT in Cj 0011 Ni. s> ALPHA 800/1900/2500 MHz COMMSCOPE DHHTT65B-3XR 1(PER SECTOR) 345° 84'-0" 72.0" 0" N/A M �0 v � BETA 800/1900/2500 MHz COMMSCOPE DHHTT658-3XR 1(PER SECTOR) 120° 84'-0" 72.0" 0° N/A N Q 7.'. 1 8 r 9y GAMMA 800/1900/2500 MHz COMMSCOPE DHHTT85B3XR 1(PER SECTOR) 240° 84'-0" 72.0" 0" N/A Y • I a _. SCALE:NTS(11X17) W 1 '1 Q�N 2 ANTENNA & COAX SCHEDULE SCALE NTS(22X34) - - 4y'8 06 4-27-15 Fq ALWC I CPM PROJECT NO. 8138 I (E)SPRINT GPS _4_ PRELIMINARY ANTENNA MOUNTED TO (E)MMBS CABINET NO. DATE D/C DESCRIPTION ' 0 09-18-14 CL/BU 90%CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION � 0 04-17-15 JS/JS BP SUBMITTAL !/ (N)2.5 GHz EQUIP.INSTALLED (E)MMBS MUDROOM SITE NUMBER IN(E)MMES CABINET PER = y _ ` ' PO29XC053 MANUFACTURERS - - CCI SITE#879570 SPECIFICATIONS i - 3�1 (E)RRH-P4 SITE NAME (N)2.5 GHz RRH WASHINGTON SQUARE MALL R R I + SITE ADDRESS / I 9585 SW WASHINGTON SQ RD •I_ / 2- { III TIGARD,OR 97223 - (E)HYBRID CABLE J ' it I ROUTED TO ANTENNA(S) I (E)CABINET ANCHORED TO SHEET TITLE (E)CONC.SLAB ON GRADE C _- ■ PROVIDE DRIP LOOP PER MANUFACTURER'S " \ _i�r� AND MAINTAIN MIN. •. -. ANTENNA & SPECIFICATIONS 1 BEND RADIUS �� "' '0' ROUTING DETAILS s. ,J., „, ' • 4 • ' ' ' • °' . ' . 111 _ /\j'�P2/-' /\\�\\l2\��1 /2\\�\\ )\//.//7�/1/ i/%."/- �7/' SHEET NO. i./ / /, //. /i,/,///."/i./i.///,//.,/i///,//../,/i//i.//.// ',:/: _ SCALE:NTS(11X17) SCALE:NTS(11X17) A 6.0 3 TYPICAL CABINET MODIFICATION AND HYBRID CABLE DETAIL SCALE NTS(22X34) 4 TYPICAL MOUNTING DETAIL SCALE NTS(22X34) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 - TOTAL LENGTH -35 m(114.8) -55 m(180.5) -65 m(213.3') -80 m(262.5) -100 m(328.1) -120 m(420.0) -160 m(550.0) Sprint' >, HYBRID POWER AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 101 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR. AWG 6 1 PAIR, NOTES: CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG B 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, - CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR AWG 8 2 PAIR 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE CABLE DIAMETER 25mm(0.98") 27mm(1.06") 30mm(1.18") 30/32mm' 32mm(1.26") 39.2mm(1.54") 43.5mm(1.71") CONFIGURATION AND STRUCTURE MOUNTED ROUTING. BENDING RADIUS 300mm(12") 330mm(13") 390mm(15") 450mm(18") 450MM(181 457mm(18") 533MM(21") 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.. OPTIC CABLE LC/PC-to-LC/PC.SINGLE MODE DU CABINET(POWER 1301 DST LOOKOUT DM 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE NIDWI08OK TX 70082-4124 MAX SIZE AWG 4) • 4. ALL RET CABLE TO BE SUPLIED BY COMMSCOPE AND SHALL BE 9.8'IN LENGTH,MODEL#iRET AISGv1.1. RRH POWER CABLE AWG 8,14.7-154mm • 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA,SIMILAR SPEC AWG 10,11.5-12.4mm CROWN• TO THAT SHOWN ON DETAIL#4,SHEET A-6.O. NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER r,,,,, CASTLE AND OPTIC CABLE AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS.IF RELOCATION IS REQUIRED, CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. PROTECTION PIPE PIPE PIPE PIPE PIPE PIPE SAMSUNG FIBER 0.51bs/If O.61bs/If _ 0.91bs/If _ 0.9Ibs/If 1.11bsflf N/A N/A ASIA TAI 0.7Ibs/If 0.71bs/If 0.71bs/If 0.71bs/If 0.71bs/If N/A N/A TESCO N/A N/A N/A N/A N/A 1.61bs/If 2.21bs/If Cascadia PM 5501 NE 109TH COURT.SUITE A-2 VANCOUVER,WA 98662 PH:360.885.9200 SCALE:NTS(11X17) SCALE:NTS(11X17) 1 NOTES SCALE:NTS(22X34) 2 HYBRID CABLE TYPES & SPECIFICATIONS SCALE:NTS(22X34) llii_ - 2"SPACE g GINS -p� 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING ' �� F. `7/O 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2"SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING M k/ . FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER CV Ct.' 7 18 r HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) 1 (4)PAIR COPPER w vA l • GO TO RRH .E -^ ).^ x . x �- __.� ... . 4-27-15 FR ALW° (6 CA)FIBER ES I CPM PROJECT NO.: 8138 I HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE WRAP TAPE AROUND HYBRID PRELIMINARY (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR CODE TAPE(SEE BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE TAPE(SEE TABLE CABLE.THREE CABLE TO DETAILS) TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) TIMES,MIN.(TYP) CABINET NO. DATE D/C DESCRIPTION 2"SPACE vt_____ 0 09-18-14 CUBU 90%CD REVIEW 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2"SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING -R FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER HYBRID COLOR CODE RINGS } SECTOR) ,} RINGS �I SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS } SECTOR) RINGS .I' SECTOR) SUBMITTAL (4)PAIR I I I / I I 4' NO. DATE D/C DESCRIPTION . ... ,.; .., ,.-. :COPPER �♦� w�6�� h � s 0 04-17-15 JS/JS BP SUBMITTAL- TO CABINET • ��ed - - ��• \ SITE NUMBER w .6 FIBER - - -- �. r---- --- *: � . t�,k �, - `x� P029XC053 CABLES J I J CCI SITE#879570 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR CODE NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND HYBRID NAME (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR TAPE(SEE TABLE FOR BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE CODE TAPE(SEE CABLE.THREE CABLE TO SITE HINGTON DETAILS) DETAILS) FOR DETAILS) FOR DETAILS) TABLE FOR DETAILS) TIMES,MIN.(TYP) RRH SQUARE MALL NOTES: 2"TAPE 2"TAPE 2"SPACE HYBRID CABLE CONNECTION AT CABINET SECOND RING FIRST RING BETWEEN CABLE CODE TAPE SITE ADDRESS W 2" 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2"COLORED TAPE OR STENCIL TAG. COLOR FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING 9585 SW WASHINGTON SQ RD TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. CODE CODE COLOR CODE CABLE# 1"SPACE TIGARD,OR 97223 WITH 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 7'FROM AN 1y END CONNECTOR,WEATHERPROOFING,OR BREAK-OUT CYLINDER, TH 1"SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE'TYPICAL HYBRID CABLE COLOR 2 FROM RRH --- --- . _ • ANTENNA END SHEET TITLE CODE"TABLE ABOVE FOR THE RESPECTIVE SECTOR. 2"SPACE 2"TAPE 2"TAPE OF JUMPER 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR 2"TAPE BETWEEN CABLE CODE FIRST RING SECOND RING THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE"FREQUENCY COLOR THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR HYBRID CABLE ' CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE"TABLE ABOVE. 1"SPACE CABLE# COLOR CODE CODE CODE 5. A 2"GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. DETAILS _ 6. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. JI y 7. THE 2"COLORED TAPE(S)SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR I INDIVIDUAL CABLES,AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 1 RRH END FROM ANTENNA 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2"SPACE. OF JUMPER - SHEET NO JUMPER CABLE CONNECTION AT RRH AND ANTENNA 1 SCALE:NTS(11X17) A 6• 1 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE NTS(22X34) NOTE: PROPOSED RRH'S AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint • 'NI) 15.03" 9.45" PER REQUIREMENTS TECHNOLOGY 1 , SPECIFICATIONS: (VERIFY) ,` MANUFACTURER: SAMSUNG / (N)SAMSUNG RRH DIMENSIONS: 21.1"X 15.03"X 9.45' (N)SAMSUNG RRH MOUNTING BRACKET& S 1 1_'1 S U N G .11.: ""' WEIGHT W/O BRACKET. 59.5 LBS MOUNTING BRACKET �N HARDWARE •°E°5:::::„:,°. WEIGHT W/BRACKET: 71.82 LBS &HARDWARE 1]01 EAR LOO75a OI4t2 i: :J RICWAXON.71I 70004-4124 ill zz, O o e• \✓ CROWN c �� MOON(IN)G PIPE(TYP) : CASTLE • Illirlulllllllllll�rlul o Z L- c. ° 1114111 FRONT VIEW SIDE VIEW ,0 ,�. O �. 0.I •J—u IIIIDMIIIIIIIIIII 111111111111111111111.1 w o'/��"' `; "' --- ,-cr W — — Cascadia PM p - I \y •�. b 1Li W> IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 5501 NE 109TH COURT.SUITE A-2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII c c o 'Ipl IIIII� �»>� VANCOUVER, PH:380.885.9200 = 11111111° 1111111E11 a IIIIIIIIIIIIIIIIII IIII(IIIIIIIIIIIIIIIII umunnmumnnmul P (E)OR(N)3"O.D. _ CPRI RET POWER PORT ai MOUNTING PIPE(TYP) :B• 0 A' a�J 0 I -46 VOLTS *• .Io r` of inu11111 I II SIDE VIEW FRONT VIEW TOP VIEW mss'�� "' ��', NGINE�L og VW WW NOTE: O. w �► `. O PLEASE REFER TO MANUFACTURER SPECIFICATIONS FOR WALL MOUNTED APPLICATIONS. CO � r t TOP VIEW BOTTOM VIEW Q r (W/FINGER GUARD&BRACKET) (W/O FINGER GUARD) IZ X VA GON 1 2.5 GHz RRU (RRH-B8) SCALE NTS(11X17) 2 2.5 GHz RRU (RRH-B8) - MOUNTING DETAIL SCALE NTS(11X17) 6fiR 0 SCALE:NTS(22X34) SCALE.NTS(22X34) 4-27-15 AIM ( CPM PROJECT NO.'. 8138 1 PRELIMINARY RRH W/HARDWARE SUPPLIED FOR NO. DATE D/C DESCRIPTION UNISTRUT ATTACHMENT(TYP)PER 1/2"O.D.PIPE(TYP) 0 ' 09-18-14 CUBU 90%CD REVIEW 2" MANUFACTURER AND MOUNT 3 1, 0 CONFIGURATION METALIZED/GALVANIZED _ PIPE WITH CAP -34,_ SUBMITTAL SPACE UNISTRUT AS REQ'D NO. DATE D/C DESCRIPTION SA I FOR MOUNTING RRH(TYP) v ' 0 04-17-15 JS/JS BP SUBMITTAL A t RELOCATED(E) 8'X 8•'X 1/2"PLATE RRH-C2A(TYP) • SITE NUMBER I MIN / P029XC053 ccl SITE#879570 SITE NAME �` I (E)CONC.SLAB SQUARE MALL Zo � SITE ADDRESS 9585 SW WASHINGTON SQ RD T----8" [--- 6"X 8"X 1/2"PLATE TIGARD,OR 97223 P1000 UNI-STRUT ATTACHED TO PIPE n SUPPORT PIPE W/UNI-STRUT P1121 PIPE CLAMP W/ 1� SHH SCREW AND NUT;SPACE AS SHEET TITLE REQUIRED PER EQUIPMENT \5/16"TYP. RRH DETAILS 1 1/2" ' 1/2"0 HILTI-KWIK-BOLT-TZ SS EXPANSION ANCHOR SECTION B MIN 2"EMBED(TYP OF 4) • SHEET NO. SCALE:NTS(11X17) O 3 RELOCATED RRH & (N) H-FRAME DETAIL SCALE NTS(22X34) NOTE: SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING,COAX 1. EXOTHERMIC WELDS(2).2 AWG BARE TINNED SOLID COPPER AND FIBER ROUTING INFORMATION. CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO o )00 (E)SPRINT ANTENNA GROUND BAR BURIED GROUNDING RING AND PROVIDE PARALLEL Sprint (TYP) EXOTHERMIC WELD. r • �� GROUNDING LEGEND 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES . BETWEEN EACH SECTION AND LABEL EACH SECTION("P","A", / �.� "N","I")WITH 1"HIGH LETTERS. MOB MASTER GROUND BAR __-_ �� CONNECTION FROM(E)SPRINT ' \ ANTENNA GROUND BARS TO 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK / �� (E) I AOB I ANTENNA GROUND ROD WASHERS.COAT ALL SURFACES WITH AN ANTI-OXIDANT / /' \ MASTER GROUND BAR COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE // // -- , A MECHANICAL CONNECTION STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 1301 EMIT LOCIMI'IOW (N)SPRINT RRH'S CONNECTED / // /' _ - AGB (DOUBLE HOLE LUG) IB01YYOm�TX 70004�11i / 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT TO(E)ANTENNA GROUND BAR / i-_,E/ / '. • EXOTHERMIC CONNECTION / / _- ■ WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES / (1)CONNECTION PER RRH / • / ■ CROWN 1\ \ WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. I I/ ` // ¢ I\ \ • CONNECT PER MANUFACTURER I ;}.� / / I 1 \\ SPECIFICATIONS 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE i CASTLE 1 I / / / I I \ GROUNDING BAR AND BOLTED ON THE BACK SIDE.INSTALL 1 _'S / - I I I \ BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION ON ALL \ x I / l 1 \\ WEATHERPROOF TERMINATIONS.THE INTENT IS TO COMPRESSION CONNECTION. (N)SPRINT ANTENNA 1 ��- �'- - MOUNTING PIPE CONNECTED '� i1, ��\":/j // I \ TO(E)ANTENNA GROUND BAR _' I as.I 7 `�� I / / \ 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE•.‘1151_.1:- -j / // \I TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION Cascadia PM \ R ORIENTATION.PROVIDE AS REQUIRED./ v 1�'h -'�' /�' / // 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 5501 NE 109Th COURT,SUITE A-2 "`'i -. . It / MGB VANCOUVER,WA 98662 il mI�"�N" �,..•.f SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. PH:360.885.9200 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. (E)SPRINT MASTER GROUND 9. SUPPLIED AND INSTALLED BY CONTRACTOR. )%V.Eri CTOR(VERIFY LOCATION) I n e ■ w B (E)SPRINT RRH'S CONNECTED 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A _ - TO(E)ANTENNA GROUND BAR GROUNDING BAR TO AN EXISTING TOWER,THE (1)CONNECTION PER RRH SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO(2)2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER.(APPLICABLE TO NEW TOWERS ONLY.) a 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE - 1 TYPICAL ANTENNA GROUNDING - FINAL SCALE:NTS(11X17) — ORIEOATON.THESUBCO TRACTORSH SHALL BERESPON ORIENTATION.THE SUBCONTRACTOR SHALL BE RESPONSIBLE SCALE:NTS(22X34) FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, - PROVIDING 50%SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 1 CPM PROJECT NO 8138 I 14. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL PRELIMINARY INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE NO. DATE D/C DESCRIPTION SPECIFIC CONDITIONS. 0 09-18-14 CUBU 90%CD REVIEW 15. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.FOLLOW SUBMITTAL ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH NO. DATE D/C DESCRIPTION ENDS AND EXIT FROM TOWER OR POLE USING MFR'S 0 04-17-15 JS/JS BP SUBMITTAL PRACTICES. 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC.ALL - — WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE P029XC053 GROUNDING AND OTHER OPERATIONAL TESTING WILL BE CCI SITE#879570 WITNESSED BY SPRINT WIRELESS,LLC.REPRESENTATIVE. 18. REFER TO DIVISION 16 GENERAL ELECTRIC;GENERAL SITE NAME ELECTRICAL PROVISION AND COMPLY WITH ALL WASHINGTON REQUIREMENTS OF GROUNDING STANDARDS. SQUARE MALL 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 9585 SW WASHINGTON SO RD METHOD,AND RECEIVE APPROVAL OF DESIGN BY TIGARD,OR 97223 AUTHORIZED SPRINT MOBILITY REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ' ALL EXOTHERMIC AND GROUND RING - 20. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SHEET TITLE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING SITE 21. BE ALL EXISTING GROUND BARS,WIRES&FIELD VERIFIED.ANY DEFICIENT ITEMS SHALL CONNECTIONS SHALL PLANS REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING _- - REQUIRED BY SPRINT. - SHEET NO. E-1 .0 2 NOT USED GENERAL GROUNDING NOTES f RET CABLES(TYP) COAX JUMPERS(TYP) Sprint' (N) \1). 800/1900/2500 • MHz ANTENNA �I .'I FA(; 1900 800 2500 MHz MHz MHz 1301 MT=cow aws RRH RRH RRH IIIMW KM TX 70062-4724 DC/FIBER PAIR 40--- . ELECTRICAL AND GROUNDING NOTES CASTLE HYBRIFLEX CABLE GROUNDING 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE KIT(TYP OF 3 LOCATIONS;TOP, NATIONAL ELECTRICAL CODE(NEC)AS WELL AS ALL APPLICABLE STATE _/i BOTTOM 8 AT EQUIPMENT AND LOCAL CODES. (4)1-1/4"HYBRIFLEX CABLES A 2. ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. CdSCdClld PM L– L..-i 3. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO L-- I L-- I WEATHER HALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS 5501 NE 108TH COURT,SUITE A-2 VANCOUVER,WA 98882 I I I 1 OR SCHEDULE 80 PVC(AS PERMITTED BY CODE)AND WHERE REQUIRED PH•380.885.9200 I I IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALIC CONDUITS. L----, 1 1 1 1 r--- --- TO ADDITIONAL SECTORS _ I– I L----1 I (ONE SPARE) 4. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. =1 1 L----rte --1-�-� I I 1- I I 5. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THWN,OR �/ECTOR 1 N y • • 1 THNN INSULATION. #6 AWG INSULATED GROUND • • a ^ ' n • ` w • CONNECTIONS BETWEEN ANTENNAS, (E)ANTENNA GROUND BAR 6. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY AND RRH'S TO AGB(6'MAX GROUND (AGB) DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET LEAD FROM GROUND BUS BAR TO RRH) 41P AND BTS CABINET AS INDICATED ON THIS DRAWING.PROVIDE FULL LENGTH PULL ROPE IN INSULATED TELCO CONDUIT.PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. FIBER #2 SOLID TINNED INTEGRAL GROUND KIT AND#6 DISTRIBUTION 7. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC (3)#2 THWN AND(1)#8 GROUND COPPER GROUND WIRE CONDUCTOR WITH 2 HOLE LUG CABINET AND BETWEEN BTS AND PROJECT OWNER CELL SITE TELCO SERVICE IN 1-1/4'0 PVC CONDUIT WITH FROM AGB TO MGB - CABINET ARE UNDERGROUND USE PVC,SCHEDULE 40 CONDUIT.ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. RIGID RISERS (N)100A/2PULL BREAKER IN— f • 8. ALL EQUIPMENT LOCATED OUTSIDE SHALL MIN.NEMA 3R ENCLOSURE. EXISTING 200A PANEL 1-1/2"21 SUPERFLEX CONDUIT (TYP)FOR DC POWER,FIBER 9. GROUNDING SHALL COMPLY WITH NEC ARTICLE 250. (3)#2 THWN AND(1)#8 AND ALARM ROUTING 10. GROUND HYBRIFLEX CABLE SHIELDS AT 3 LOCATIONS USING I CPM PROJECT NO 8138 (E)PPC CABINET GROUND IN 2"0 CONDUIT MANUFACTURERS HYBRIFLEX CABLE GROUNDING KITS SUPPLIED BY THE AC LOAD CENTER PROJECT OWNER. PRELIMINARY FROM POWER 12-/240V SOURCE 10-3W 11. USE#6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR NO. DATE D/C DESCRIPTION 60HZ — AC POWER 0 09-18-14 CUBU 90%CD REVIEW ABOVE GROUND GROUNDING(UNLESS OTHERWISE SPECIFIED)AND#2 60ECV2 BATTERY SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS 9928 BASE 60ECV2 BATTERY CABINET INDICATED ON THE DRAWING. FIBER - fi STATION CABINET CABINET (IF REQ'D) 12, ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION SUBMITTAL C) FROM TELCO CABINET — TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD.DO NOT ALLOW DEMARCCATIOATIO N BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. NO. O 041 D/C DESCRIPTION , 7E 5 JS/JS BP SUBMITTAL r • 13. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND • STRAIGHTEST PATH POSSIBLE.EXCEPT AS OTHERWISE INDICATED. - I I GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE.ALWAYS I I MAKE AT LEAST 12"RADIUS BENDS.#6 WIRE CAN BE BENT AT 6"RADIUS SITE NUMBER r J I WHEN NECESSARY.BOND ANY METAL OBJECTS WITHIN 6 FEET OF (1)24 PAIR(#24 AWG)SOLID TINNED I PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR P029XC053 I COPPER WIRE W/TINNED COPPER I GROUNDING RING. BRAIDED SHIELD AND GREY PVC 1 r CCI SITE#879570 LINER AND JACKET IN 2"0 CONDUIT I 1 14. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE SITE NAME I 1 COMPRESSION TYPE COPPER LUGS.APPLY OXIDE INHIBITING COMPOUND WASHINGTON L–J––4_––1 2"0 CONDUIT(TYP) TO ALL CONNECTIONS. <4-- 1--1–J---- #6 INSULATED COPPER GROUND BETWEEN CABINETS SQUARE MALL I I I 15. BOND ANTENNA MOUNTING BRACKETS,HYBRIFLEX CABLE GROUND KITS SITE ADDRESS I I I I AND RRH'S TO EGB PLACED NEAR THE ANTENNA LOCATION. I I I I 9585 SW WASHINGTON SQ RD • • + • ♦ 16. BOND ANTENNA EGB'S AND MGB TO GROUND RING. TIGARD,OR 97223 (E)MASTER GROUND BAR 17. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD (MGB) RESULT FOR PROJECT CLOSE-OUT DOCUMENTATION.5 OHMS MINIMUM • RESISTANCE REQUIRED. SHEET TITLE (E)#2 STRANDED INSULATED GROUND WIRE FROM MGB TO 18. CONTRACTOR SHALL CONDUCT ANTENNA,HYBRIFLEX CABLES AND RRH GROUNDING RISER POINT OF GROUND SWEEP TESTS AND RECORD RESULTS FOR PROJECT CLOSE OUT. 19. CONTRACTOR SHALL CHECK CAPACITY OF EXISTING SERVICE AND PANEL DIAGRAM NOTE: ELECTRICAL CONTRACTOR TO VERIFY IN FIELD THAT THE CABLING ON SITE TO DETERMINE IF CAPACITY EXISTS TO ACCOMMODATE THE - SERVICING THE EXISTING BTS CABINET FROM THE EXISTING ADDED LOAD OF THIS PROJECT.ADVISE ENGINEER OF ANY POWER PANEL IS RATED EQUAL TO OR GREATER THAN#2 AWG DISCREPANCY. SPECIFIED FOR THE PROPOSED 9928 BASE STATION CABINET. \.J'." SHEET NO. UPGRADE THE CABLING AND CONDUIT IF REQUIRED. E-2 .0 SCALE:NTS(11X17) 1 GROUNDING RISER DIAGRAM SCALE NTS(22X34) THIN WALL C-TAP W/PINK DYE o — INDEX(SEE NOTES) NNN> Sprint - r~ a%%� (N)PANEL ANTENNA #2 AWG STRANDED CU #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM RRH UNIT TO#2 AWG 4110P GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/WEATHER 1301 7 LOOKOUT OIYVE PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. IOCINIID90K T%70012-4124 GROUND LEAD TO (E) AGB , � ss, CROWN ..._.0... i.- I �l�� a:� �� CASTLE ic:7 ---- _- . __ (N)JUMPERS ATTACHED I 's� \f,`' I C TO APPROVED III. ATTACHMENTS PER 1 #4/A-6.0 TYPE GT TYPE WJ TYPE VN TYPE SS #6 AWG STRANDED CdSCddi PM CU GROUNDING "wall` CONDUCTOR(TYP) -___ \�� I 5501 VANCOUVER,WA SUITE A-2 ( ' I- I, �,� \• PH'360.885.6200 VI(N)RRH i TYPE VB TYPE TA TYPE YPE PT TYPE GY VECTOR . --sr ■ n • r n ■ w)=- e. , i V TYPE NC TYPE GL TYPE VS TYPE GR SCALE:NTS(11X17) SCALE:NTS(11X17) - 1 ANTENNA GROUNDING SCALE NTS(22X34) 2 C-TAP & EXOTHERMIC WELD CONN. SCALE NTS(22X34) 3 NOT USED RRH GROUNDS,STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN,600V, ANTENNA MOUNTING I CPM PROJECT NO 8138 THHN/THWN INSULATION PIPE(S)IF REQ'D HYBRID CABLE (SIZE AS SPECIFIED) I GROUND LEAD PRELIMINARY (E)ANTENNA NO DATE D/C DESCRIPTION GROUND BAR 0 09-18-14 CUBU 90%CD REVIEW ■ r s O O 00 00 0 0 0 Q 0 1/8'MIN. OO 0000 0 0 000 0 S/S NUT SUBMITTAL NO. DATE D/C DESCRIPTION SCRIPTION 0 0 0 0 0 0 0 0 0 KOPR SHIELD r MIN HEAT SHRINK(CLEAR) 0 04-17-15 JS/JS BP SUBMITTAL --I-1 0000 00000 ■ ICI ICI • CONTRACTOR TO VERIFY ANTENNA BUSS BAR '■"•' ■� ■�� GROUNDING TO THE TOWER GROUND BAR s = ■= L`BEL SITE NUMBER ///�/�/2:Y ■ P029XC053 GROUND LEADS TO EACH ,■"∎,E ANTENNA GROUND BAR— - CCI SITE 8 879570 Do NDT TINNED COPPER ascornEC• SITE NAME (E)GROUND BAR GROUND BAR WASHINGTON (MOUNTED DIRECT ' ' — I-1 S/S LOCK WASHER 'DO NOT DISCONNECT SQUARE MALL TO TOWER) ' " S/S BOLT(1 OR 2) TAG ON ALL GROUNDING SITE ADDRESS BAR INTERCONNECTS 9585 SW WASHINGTON SC/RD 0 0 0 Q 0 O O O \ AND EQUALIZERS TIGARD,OR 97223 00 1Jo 0O 0O Oo0o00 00 • 0 0 0 0 0 0 0 0 0 NOTES: SHEET TITLE 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL , I-7 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR-SHIELD BEFORE MATCHING. GROUNDING 2.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER i I (E)HOME RUN GROUNDING WIRE SHALL BE BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH KOPR-SHIELD. DETAILS u// REMOVED AND(E)CHERRY INSULATORS 3.PROVIDE'DO NOT DISCONNECT TAG. • SHALL BE REMOVED FROM ALL BUS BARS NOTE:GROUND BARS AT BOTTOM OF TOWER/MONOPOLE SHALL ONLY USE EXOTHERMIC WELDS FOR LEAD TO BURIED GROUND RING.CONTRACTOR TO SHEET NO. VERIFY BUSS BAR GROUNDING TO THE EQUIPMENT GROUNDING RING OR HALO AT BASE OF TOWER. E-3•0 SCALE:NTS(11X17) SCALE:NTS(11X17) 4 TYPICAL GRND. CONNECTIONS SCALE NTS(22X34) 5 TWO HOLE LUG CONNECTION SCALE NTS(22X34) — 6 NOT USED GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. 24.DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. ,Sprint® )1.1° SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, I 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE SUCH AS"NO-OXIDE A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE - SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION 'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS.SHALL BE TREATED-NO AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBSTITUTIONS. PROCEEDING WITH CONSTRUCTION. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS 26.RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990. S A M S U N G 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC., CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO THE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 1301 EAST LOOKOUT OIiIE CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET UL-6 FOR 111311•010K 111 70002-4124 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE COAT ALL THREADS VITH'BRITE ZINC'OR'GOLD CALV. AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL C ROWN 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY JUORISDICTION AND SHALL INCLUDED BUT NOT BLE LOIMITED TOLLEPHONE COMPANIES HAVING 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. as: CASTLE UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE 28.CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THVVN DRAWINGS. A. UL-UNDERWRITERS LABORATORIES INSULATION,600 VOLT,COLOR CODED.USE SOLID CONDUCTORS FOR VIVRE UP TO AND INCLUDING B. NEC-NATIONAL ELECTRICAL CODE NO.8 AWG.USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. EQUIPMENT IS REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT 29.CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS E. IBC-INTERNATIONAL BUILDING CODE TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL Cascadia PM AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. F. NFPA-NATIONAL FIRE CODES LUGS FOR NO 8 AWG AND LARGER. 5501 NE 109TH COURT.SUITE A-2 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT 30.SERVICE:240/120V,SINGLE PHASE,3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. VANCOUVER,WA 98662 DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES OWNER OR OWNERS AGENT WILL APPLY FOR POWER. PH:360.885.9200 AND LOCATIONS WHEN NEEDED. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING 31.TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 5. EXISTING SERVICES CONTRACTOR SHALL NOT INTERRHPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. *dighliiik PERMISSION OF GDIT. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS Jrs..r---�•�iras TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW GROUND t[7 - UNDER CONTRACT,UNLESS OTHERWISE NOTED. EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ O 6. ��`N�F, 5Z." "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT CV 4t 7' 78 T. ( BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. 34.ALL BOLTS SHALL BE STAINLESS STEEL. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. d 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL x 10.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE CODES AND ALL LOCAL AND STATE CODE,LAWS AND ORDINANCES.PROVIDE ALL COMPONENTS w a 1' % GO4 t AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. 4 !� 11.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER O qy iQ IT MAY RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 9. MINIMUM WIRE SIZE SHALL BE#12 AWG,NOT INCLUDING CONTROL WIRING,UNLESS NOTED SERVICE LINE TO THE METER BASE.POWER SERVICE REQUIREMENT IS COMMERCIAL.AC NOMINAL r i►�(''� - OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT.SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 4-27-15 <'R ALWa 12.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS ____ RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS.CAST ALLOY WITH THREADED HUBS IN 37.CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE I CPM PROJECT NO 8138 I REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES.EQUIPMENT,IMPROVEMENTS. PRELIMINARY I 11.17 IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. NO. DATE D/C DESCRIPTION SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER 0 09-18-14 CUBU 90%CD REVIEW 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR ORDER. COMPANY. PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY 12.ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER.CONTRACTOR SHALL CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT SPECIFICATION,SET FORTH BY SPRINT. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. SUBMITTAL DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND NO. DATE D!C DESCRIPTION EQUIPMENT. 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH.ALL 0 04-17-15 JS/JS BP SUBMITTAL 15.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 16.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 41.ALL TELCO CONDUIT LINES SHALL BE 4"SCH.40 PVC CONDUIT UNLESS OTHERWISE INDICATED.THE SITE NUMBER MATERIALS. PROGRESS OF CONSTRUCTION. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION 17.KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. 15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD CAP FF ATND PROVIDE MARKER STAKE NEAR AKE PANTED BRIGHT ORANGE WITH I FENCED O P029XC053 DESIGNATION FOR CO EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. SERVICE. CCI SITE#879570 LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY SITE NAME NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL WASHINGTON CONSTRUCTION, 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE BE STUBBED AND CAPPED AT 6"ABOVE GRADE OR PLATFORM.IF SERVICE LINES CAN'T BE SQUARE MALL INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. INSTALLED INITIALLY,PROVIDE NYLON PULL CORD IN CONDUITS. 18.MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE SITE ADDRESS MANUFACTURERS RECOMMENDATIONS. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST 43.THE SPRINT CABINET.INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL,SHALL BE PROVIDED BY 9585 SW WASHINGTON SQ RD PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. OWNER AND INSTALLED BY THE CONTRACTOR.CONTRACTOR IS TO INSTALL BREAKER(S)NOT TIGARD,OR 97223 19.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH PROVIDED BY MANUFACTURER.SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER THE EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE 18.PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES REQUIREMENTS. DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT FOR ALL OUTLETS AS INDICATED. TO THE APPROVAL OF THE ENGINEER. 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL SHEET TITLE 20.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION 19.DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT CONTRACTOR. CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND REQUIREMENTS,EXCAVATION,AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY GENERAL QUESTIONS THE• COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20.MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND FUNCTIONS.THE ARISING WORK, IN IOR ANY OOTHER ISSUE RELATED O THIS PROJECT SHALL BE NOTES 21.LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,NOT - NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING REQUIREMENTS OF THE NEC,NEMA AND IEEE. AFTER THE CONTRACT HAS BEEN AWARDED. CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS 21 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF 46.LOCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE • THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. SHEET NO. ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 22.CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. THE ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY 47.THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE.EXACT LOCATION AND ROUTING G N 1 COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL SHALL BE PER EXISTING FIELD CONDITIONS. AUTHORITIES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. ELECTRICAL NOTES CONT. ANTENNA & HYBRID CABLE NOTES ENVIRONMENTAL NOTES CONT. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 1. VERIFY EACH HYBRID CABLE LENGTH,ROUTING,DIAMETER,COLOR CODING AND ALL 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING APPURTENANCES WITH GDIT. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. ° ° \> 49. ALL ANGLE DEVICE SHALL THAN MET WITH RD CONDUIT NDUI IN ACCORDANCE"MIN NEC U TABLE 346-10. SWEEPS S FOR 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4.EXCESS CABLE LENGTHS TO BE 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE Sprint f ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2"OR LARGER. DRESSED IN A MANNER APPROVED BY GDIT.CABLES CANNOT BE CUT TO FIT. FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL • FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S BUSHINGS. (SPRINT)SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF 51. ALL WIRE SHALL BE'TYPE THWN,SOLID.ANNEALED COPPER UP TO SIZE 1/10 AWG(18 AND LARGER 4. EXCESS TOP 15'HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, SITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE SHALL BE CONCENTRIC STRANDED)75 DEGREE C,(167 DEGREES F),98°CONDUCTIVITY.MINIMUM#12. CANNOT BE COILED,MUST BE SECURED TO TOWER MOUNTS. CORRECTED AT THE CONTRACTORS EXPENSE. 1201 EMIT LOCKOUT ORM 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1&IN ACCORDANCE WITH 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL NRIIIOSON.711 70082-4124 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES.J-BOXES,EQUIPMENT BOXES AND CABINETS WITH SPRINT SPECIFICATIONS. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. APPROVED PLASTIC TAGS,ACTION CRAFT,BRADY,OR APPROVED EQUAL. CROWN 6. BANDING SHALL BE IN ACCORDANCE W IT WITH SHEET A-4,RF-1&AS FOLLOWS: 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMUTED AND BE HELD TO A 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. CASTLE A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN CA STLE 54. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION B. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. C. START COLOR BANDS 2"BEFORE MAIN CABLE END POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE HYBRID CABLE 55, ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE Cascadia PM NEC.THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. TO EXCEED 3'HORIZONTALLY OR 4'VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, PULLBOXES,AND ALL DISCONNECT SWITCHES,STARTERS.AND EQUIPMENT CABINETS. WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. 5501 NE 109Tri COURT,SUITE A-2 SUPPLIED STRUCTURAL SUPPORT. VANCOUVER,WA 98662 57. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS.DOCUMENT ANY AND ALL WIRING AND 10.RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN PH:360.685.9200 EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT SITE WORK NOTES QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR SUBSTANTIAL COMPLETION. LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE DELETERIOUS SUBSTANCES. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH NOTED. )),Vaddiohm..- y} 0 A ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FOUNDATION, EXCAVATION AND BACKFILL NOTES ►Y INSTALLED ON.AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR �.as aiaa�..ivna..-qmr CONSTRUCTION MANAGER'S APPROVAL. 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 1.0 ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO � NGIN��tS1�� 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH(ADA) ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, O C? F' 0 AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN Cl 8/ Z 4. ALL BEEN PLOTTED G UTILITIES, FROM AVAILABLE S.CONDITIONS HE ENGINEER AND DIMENSIONS NOT PLANS RESPONSIBILITY SOILS,AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND CV Q 7'' 1 8 i T. I 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS FOUNDATIONS TIONL SHALL ALL NOT BE WHEN REQUIRED.OF THE MODIFIED ED OF SOILS UNDER CONCRETE PAD NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE SOIL N ACC NOT ACCORDANCE LESS THAN D1 57 THE MODIFIED PROCTOR MAXIMUM DRY DENSITY p FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. X ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF LLJ . 4. : DON MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF • INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING PENETRATIONS SHALL PREVENT PASSAGE OF WATER,SMOKE,FIRE AND FUMES.ALL MATERIAL SHALL EXISTING UTILITIES. INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE BE UL APPROVED FOR THIS PURPOSE. UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH f 0o��16 . 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED START OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN Of CONDUIT SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND TO STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL 4-27-15 R ALW AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS I CPM PROJECT NO. 8138 FURNISHED ON AT THE TIME EQUIPMENT DESIGN DESIGN SOME THESE PLANS ARE CHARACTERISTICS MAY VARY FROM CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION.TRASH, DESIGN AS SHOWN ON THESE DRAWINGS). 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO DEBRIS, LSD SO FORTH E PRIOR LOAM ABACK FILLING.SAND AND SHALL L,CONSIST SOOF FT HALE,FREE PRELIMINARY MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM START OF CONSTRUCTION. CLODS OR LARGE STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN NO. DATE D/C DESCRIPTION 64. LOCATION OF ALL OUTLET,BOXES,ETC.,AND THE TYPE OF CONNECTION(PLUG OR DIRECT)SHALL BE 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY COMPACTED LAYERS. 0 09-18-14 CUBU 90%CD REVIEW CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS ANTENNA & COAX NOTES 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER BEFORE COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS INTO EXISTING GRADES AT THE GRADING LIMITS. THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH SUBMITTAL ASTM D1557. 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NO. DATE D/C DESCRIPTION APPURTENANCES WITH GDIT. PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK 0 04-17-15 JS/JS BP SUBMITTAL HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. FILLING. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN 10.STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING - ESTIMATED ON SHEET A-6.0.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. PROCTOR DRY DENSITY. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL ACTUAL ANTENNA CABLE LENGTH(S)MUST BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY GDIT. DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 SITE NUMBER 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: 11 APPROVED CLEAN BUILDING AND DRIVEWAY AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY.ACHIEVED BY FILLING WITH SINCHES ABOVE PECIFIED ELEVATIONS FINISH GRADE REQUIRED.TIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P029XC053 A.NEAR ANTENNA RAD CENTER ELEVATION. 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE CCI SITE•879570 B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT FABRIC TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR C.BOTTOM OF TOWER, AVAILABLE. AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN SITE NAME D. AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT WASHINGTON 13.ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS SQUARE MALL 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEDTECHNICAL GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR ENGINEER. GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR SITE ADDRESS 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, ACCESS DRIVE AREA. 9585 SW WASHINGTON SQ RD SPECIFICATIONS. THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING TIGARD,OR 97223 CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND 1 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM 15.ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. C.JUMPER COLOR BANDS SHALL BE 18 WIDE WITH 11"SPACE. BETWEEN COLORS. 16.COMPANY,TELEPHONE COMPANY,AND COORDINATED BY GENERAL CONTRACTOR WITH UTILITY COMPANIES HAVING JURISDICTION OVER 10 FORWHEN HE FILL MATERIAL, CARIFY GROUND SURFACE HAS A DENSITY LESS THAN THAT SURFACE TO DEPTH REQUIRED,PULVERIZE,UIREO GENERAL D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. THIS LOCATION. MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY NOTES $ E. START SELECTOR COLOR NEXT TO END CONNECTORS. PRIOR TO PLACEMENT OF FILLS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GD RF ENGINEER.SEE ANTENNA ENVIRONMENTAL NOTES 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING _ SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL . 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRHGATIONS AND WAVES. SHEET NO. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE 12.CONDITI GRAVEL ANY UNFAVORABLE RABL BE EXCAVATED OR SEPARATELY NIM AND REUSED WITH THE TO EXCEED 3'OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS G N_2 SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH MATERIALS ARE REMOVED TOD ROOD TO FULL D.FURNISH TCO PACED URFAC GRAVEL RESURFACING H T SIE. FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 10.PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION FNDN, EXCAVATION AND BACKFILL NOTES CONT. STRUCTURAL CONCRETE NOTES WEATHERPROOFING NOTES CONT. 13.GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR NI> BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS CAST-IN-PLACE CONCRETE. STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE Syri nt° .. . SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED 1 f COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS USING A SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE r USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. NOTED OTHERWISE. UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE I REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THIS TOP LAYER OF ELECTRICAL • 14.PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WALL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE COLD SHRINK TUBE ONTO OPERATE.. OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE UNDERLYING CABLE.TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED ARE PRESENT.TAPE SHALL BE CUT WITH A SHARP KNIFE. S II I JI S U N G 15.DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE OTHERWISE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO 1. REQUIRED MATERIAL BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 1301 EST LOOKOUT DINE THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. NpWOpl.7f1 70092-4124 SHOWN OTHERWISE ON DRAWINGS: 16.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS 2. REQUIRED TOOLS:KNIFE OR SCISSORS. C ROWN TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY CONCRETE CAST AGAINST EARTH 3 IN. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. TO REMOVE ALL GREASE AND DIRT.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF a04 CONCRETE EXPOSED TO EARTH OR WEATHER: BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 V CASTLE STRUCTURAL STEEL NOTES #6 AND LARGER 2 IN. INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR ' #5 AND SMALLER&WWF 1 1/2 IN. AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.TWO ROWS SHALL BE APPLIED,ONE IN EACH DIRECTION.WITH THE TOP 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ROW SHINGLED TO PROMOTE WATER RUNOFF. CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: SLAB AND WALL 3/4 IN. W-SHAPES:ASTM A992,50 KSI BEAMS AND COLUMNS 1 1/2 IN. STEP 2:WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 ANGLES,BARS CHANNELS ASTM A36,36 KSI INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY Cascadia PM HSS SECTIONS:ASTM 500,46 KSI 5. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O.IN ACCORDANCE APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES THE NE 109TH COURT,SUITE PIPE SECTIONS:ASTM A53-E,35 KSI WITH AC1 301,LATEST EDITION,SECTION 4. TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE 5501 VANCOUVER,WA 98662 A-2 UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO PH,560.885.9200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/6'LARGER IN DIAMETER THAN THE THE JUMPER,BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR STEP 3.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. *eihatiletEAllt .... AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE �� AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO 109_ .: ../+^11•∎ 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL �,NGfNF� cP�O� WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. r°, t�� y 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CV n.' $ I ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE C CONCRETE MASONRY NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. a 3.6 A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER LU V I' 7' t ON * 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: (F'M=1,500 PS).MEDIUM WEIGHT(115 PCF). MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS 1. REQUIRED MATERIAL SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL • . (WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE TAPE-2 INCHES WIDE. f 0 'i t8 O 2. MORTAR SHALL BE TYPE"5"(MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. (�l • 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD 2. REQUIRED TOOLS:KNIFE OR SCISSORS. p�` 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR 4-27-15 ,T L. EACH ROW BY APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES TO REMOVE ALL GREASE AND DIRT. I CPM PROJECT NO 8138 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING AS DISCUSSED BELOW;OR WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF STEP 2: START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES PRELIMINARY ELECTRICAUBUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW:OR FROM THE CONNECTOR/GROUND KIT.MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS ( 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF APPLICATION. NO. DATE D/C DESCRIPTION 1.5 INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, 0 09-18-14 CUBU 90%CD REVIEW 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL TAPE AS DISCUSSED BELOW. MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. B. COLD SHRINK INSTALLATION PROCEDURE: ITSELF. 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. 1. REQUIRED MATERIAL:COLD SHRINK TUBE,SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 • INCHES WIDE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 2. REQUIRED TOOLS:KNIFE AND TAPE MEASURE OVERLAP(0,75 INCH WIDE)LAYERS. NO. DATE D/C : EXCESS OF 4'-0"OF HEIGHT. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 0 04-17-15 JS/JS BP SUBMITTAL TO REMOVE ALL GREASE AND DIRT.MARK THE MAIN FEED(LARGER DIAMETER)COAXIAL 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE DIMENSION FOR THE COLD SHRINK. FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE ' 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE THE USING THUMB PRESSURE. SITE NUMBER 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. CONNECTION. STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN P029XC053 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY DIRECTLY BEHIND THE CONNECTOR.REMOVE THE WAX PAPER FROM THE OTHER SPACER ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE#879570 UNITS. HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE REPELLED. SITE NAME 13.LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. WASHINGTON STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START STEP 8:WRAP ID OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK Y ELECTRICAL MUST SQUARE MALL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH.THESE TOP TWO LAYERS MUST 14.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE DIMENSION MARK.HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT SITE ADDRESS DRAWINGS OR SPECIFICATIONS. THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE WILL 9585 SW WASHINGTON SQ RD 15.CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP TIGARD,OR 97223 CONTAINING REINFORCING STEEL. BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE THE ATTACHED CORD AWAY FROM THE TUBE. SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE.ALL LAYERS OF TAPE SHALL BE 16.REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTER AND STEP 6.USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE JOINT TYPE. TUBE BEGINS TO COLLAPSE INTO POSITION.CONTINUE THE UNWINDING PROCESS UNTIL THE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SHEET TITLE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. SCISSORS. 17.SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST.LUMPS, STEP 7:EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES GENERAL SHALE,ALKAU OR ORGANIC MATERIAL. CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. NOTES Y 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. SHEET NO. GN-3 • DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF UNEAR FEET \\ AGL ABOVE GRADE LEVEL MAX MAXIMUM 0 11 .a, AWG AMERICAN WIRE GAUGE MECH MECHANICAL Sprint AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS 1301 EASE L TX 7500-41 RICFYIRDSOIL TX 75082-4124 BLDG BUILDING MTh METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) CROWN CAB CABINET MW MICROWAVE .. CASTLE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPUCABLE Cascadia PM CONC CONCRETE OC ON CENTER 5501 NE 109TH COURT.SUITE A-2 VANCOUVER.WA98662 PH 360.885 9200 COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER 1 CPM CASCADIA PM OPP OPPOSITE I,��171TJ�ttn17 LO 0/C DRAFTER/CHECKER PL PROPERTY LINE ��\� OAG INFF 'i0 1 DEMO DEMOUSH PLYWD PLYWOOD (V 4- 7 18 r Ti l DIA DIAMETER PM PROJECT MANAGER CL DIM DIMENSION PROJ PROJECT w �� -, Doty 45 DN DOWN PROP PROPERTY L DTL DETAIL PT PRESSURE TREATED fr .0 n741/ie DWG DRAWING RO ROUGH OPENING // Q - Off! 4-27-15 !4ALW EA EACH ROW RIGHT OF WAY CPM PROJECT NO 8138 ' ELECT ELECTRICAL RRH REMOTE RADIO UNIT PRELIMINARY ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 0 09-18-14 CL/BU 90%CD REVIEW EQ EQUAL SBTC SOUD BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET SUBMITTAL NO DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 04-17-15 JS/JS BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT,FEET SS STAINLESS STEEL GA GAUGE STL STEEL SITE NUMBER P029XCO53 GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL CCI SITE 6 879570 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE NAME GB GYPSUM WALL BOARD TOM TOP OF MASONRY WASHINGTON W SQUARE MALL GR GRADE THRU THROUGH SITE ADDRESS 9585 SW WASHINGTON SO RD GRND GROUND TNND TINNED TIGARD,OR 97223 HVAC HEATING.VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL il ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL SHEET NO INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH G N 4 LB(S) POUND(S) WIG WITHOUT