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Plans THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND ..\))THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. • SECTION 01 100 - SCOPE OF WORK, SECTION 01 400 - SUBMITTALS & ,REMOTE ELECTRICAL TILT (RET) CABLES: WE TO INSERT SPECIFICATIOty TESTSSprint ALTERNATES: 6391 SPRINT PARKWAY THE WORK: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR MISCELLANEOUS: OVERLAND PARK,Ks66zs1 SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. AND PORTIONS THEREOF. MANAGER FOR APPROVAL SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. ANTENNA INSTALLATION: rt CROWN PRECEDENCE: TESTS AND INSPECTIONS: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE y,,,0y,CASTLE SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION 1505WESTLAKE AVE N,SUITE 800 WIRELESS SITES AND THE CONSTRUCTION DRAWINGS , INFORMATION ON THE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION DRAWINGS. SEATTLE,WA 98109 CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 IISITE FAMILIARITY: TO THE FOLLOWING: DEGREE.CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL I!:iui CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING 1. COAX SWEEPS AND FIBER TESTS PER LATEST VERSION OF TS-0200 B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS MORRISON HERSHFIELD WITH CONSTRUCTION. ANTENNA LINE ACCEPTANCE STANDARDS. INDICATED ON THE DRAWINGS. 600 STEWART ST,SUITE 200 ON-SITE SUPERVISION: 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT SEATTLE,WA 98101 UPLOADED TO SITERRA USING A COMMERCIAL MADE-FOR THE HYBRID CABLE INSTALLATION: Tee 206.268.7370 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED www,morrisonhershfield.com RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONFIGURATION DATA. THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DREW ONSTRUCTIONATIONS AND CONTRACTORDSHAILS REQUIRED AT ALL MAINTAIN A FULOLBSITE:SET OF THE CONSTRUCTION NSPECTONNS ACTIVITIES AND/OR ASANY WORK TIAED AS RESULT OF TESTING. MANUFACTURER'S IN SITE B. UFACTURER'SINSTALLED �SPECIFIICATIONS FOR BENDING RADIUS.DIUS OF THE CABLES SHALL NOT UE LESS THAN THE ,.4,0 P Fos` DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. ; C ' N F` 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING 4k` j 5QAPl HANDLING AND INSTALLATION. A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. TO THE FOLLOWING: 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE INSTALLED INSIDE MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. 1 q SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. ,•,OREGON OQ 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNALIGN ALIGNMENT TOOL (AAT) 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE G �'qRY ti3 .E� B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS 2. SWEEP AND FIBER TESTS BOXESSA) , WITHIN THE MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION taN�'. 0aQ PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE a. FIBER: SUPPORT FIBER BUNDLES USING 1/2" VELCRO STRAPS OF THE JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED SERIALIZED EQUIPMENT REQUIRED LENGTH ® 18" OC. STRAPS SHALL BE UV, OIL AND WATER Gni 12/31/19 AS PART OF THE WORK. 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM 5. PDF SCAN OF REDLINES PRODUCED IN FIELD THE CONSTRUCTION DOCUMENTS. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT ELECTRONIC AS-BUILT DRAWING PRODUCTION 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. I MH PROJECT NO.: 7170159 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: 7. LIEN WAVERS CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES RELEASE 8. FINAL PAYMENT APPLICATION USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. NO. DATE D/C DESCRIPTION A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 9. REQUIRED FINAL CONSTRUCTION PHOTOS 4. CABLE INSTALLATION: A 05/15/17 JA 90% CD REVIEW B. CABLE LABEUNG EN-2012-00 B 01/31/18 JA 95% CD REVIEW 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO C 03/12/18 JA 98% CD REVIEW C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DEFICIENT ITEMS a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. 0 03/13/18 JA 100% CD FINAL DOCUMENTS 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT RECORD) THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. SHEET IN THE CONSTRUCTION DRAWINGS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLISTS: SPRINT WILL PROVIDE SEPARATE GUIDANCE c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED SITE NUMBER CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO MANUFACTURERS RECOMMENDED MAXIMUM BEND RADIUS. SECTION 11 700 - ANTENNA ASSEMBLY. REMOTE RADIO P029XC053 ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. UNITS AND CABLE INSTALLATION" CCI SITE # 879570 CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SUMMARY: SITE NAME SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S AND DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER WASHINGTON CABLE. SQUARE MALL SECTION 01 300 - CELL SITE CONSTRUCTION ANTENNAS AND RRH'S: SITE ADDRESS THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS 9585 SW WASHINGTON SQ RD NOTICE TO PROCEED: DETAILED ON THE CONSTRUCTION DRAWINGS. TIGARD, OR 97223 NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND HYBRID CABLE: THE ISSUANCE OF WORK ORDER. HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION SITE CLEANLINESS: AT EACH SITE. CABLE SHALL BE INSTALLED PER THE CONSTRUCTION SHEET TITLE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL GENERAL NOTES REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY JUMPERS AND CONNECTORS: FACILITIES, AND SURPLUS MATERIALS. FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR SHEET NO. RATED COAXIAL CABLE, MIN LENGTH FOR JUMPER SHALL BE 10'-0". N-1 ■O CONTINUE FROM SP-1 SUPPORTING DEVICES: \ 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION GROUNDED AS INDICATED ON DRAWINGS. REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING. TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, . • MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL S p r n t 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS 1. ALLIED TUBE AND CONDUIT NOT BE ACCEPTABLE. MAXIMUM LENGTH ON FLEXIBLE CONDUIT SHALL NOT EXCEED REQUIRED PER LATEST VERSION OF TS 0200. 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE 6391 SPRINT PARKWAY 2. B-LINE SYSTEM OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. OVERLAND PARK,KS 66251 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE 3. SUNISTRUT DIVERSIFIED PRODUCTS LABELED ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). ENGINEERING NOTICE - EN 2012-001, REV 1 4. THOMAS & BETTS CROWN WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND HUBS AND BOXES: Jag% „I,r CASTLE B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: KITS: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL 1505 WESTLAKE AVE N,SUITE 800 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND SEATTLE,WA 98109 A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0-RING WEATHERPROOFED. 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT SPECIFICALLY FOR THE INTENDED SERVICE. CABLE INSULATION. III WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. B. CABLE TERMINATION FITTINGS FOR CONDUIT linil RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. 1. CABLE TERMINATIONS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z MORRISON HERSHFIELD GEDNEY 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. / 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND OR EQUAL BY ROX TEC. 600 STEWART ST,SUITE 200 PROVIDE A DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID SEATTLE,WA 98101 TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. MASONRY. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR Tel:206.266.7370 THE PURPOSE PRODUCTS BY ROXTEC. www.morrisonhershfield.com 2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS SELF-AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND ON STEEL. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE WRAP OF SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS BE PERMITTED. WAB SERIES OR EQUAL. P SELF-AMALGAMATING TAPE. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED ��'4�� E S 3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE �ryt� ��1GlNrrF. STUDS TO STEEL STRUCTURES. FOR THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. k+ 11 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE. S504P 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", it ,4, CROUSE-HINDS, COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO, OR APPROVED �� SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBTS) EQUAL. AND RELATED EQUIPMENT SUPPORTING DEVICES: SUPPLEMENTAL GROUNDING SYSTEM ',./,OREGON pp SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY (iy VgRY AS 44i A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL AND PERMANENTLY IN ACCORDANCE WITH NEC. A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT EQUIPMENT INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGENTIC STAINLESS Z'IMCE CQO UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE TRADES. COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR CONTRACTOR (OFCI) C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS SOLID BARE OR INSULATED CONDUCTORS EXCEPTED AS OTHERWISE NOTED. SCJ 12/31/19 B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN ACCORDANCE WITH THE FOLLOWING: CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE REQUIRE BY THE APPLICABLE INSTALLATION MOPS. D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 TWO HOLE SPADES WITH NO OX. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS PERCENT OF THE PROOF TEST LOAD. C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT I MH PROJECT NO.: 7170159 DC CIRCUIT BREAKER LABELING E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. CONCRETE SLABS. RELEASE A. NEW DC CIRCUIT IS REQUIRED IN MMBTS CABINET SHALL BE CLEARLY EXISTING STRUCTURE: IDENTIFIED AS TO RRH BEING SERVICED ELECTRICAL IDENTIFICATION: NO. DATE D/C DESCRIPTION A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, A 05/15/17 JA 90% CD REVIEW SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE B 01/31/18 JA 95% CD REVIEW BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED C 03/12/18 JA 98% CD REVIEW SUMMARY: THE AC SYSTEM. AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED 0 03/13/18 JA 100% CD FINAL AND SAFE. WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL ADJACENT CONSTRUCTION. COMPONENTS. BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PLANELOAD. QUALITY ASSURANCE: CONDUIT AND CONDUCTOR INSTALLATION: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT CONDUIT; A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NDUS LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING SITE NUMBER LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE P029XC053 B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE CCI SITE # 879570 IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1. AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SITE NAME FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND C. MANUFACTURERS OF EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL WASHINGTON IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM SQUARE MALL DEFECTS. BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED SUPPORTING DEVICES: B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON SITE ADDRESS SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND LOCKNUT ON OUTSIDE AND INSIDE. 9585 SW WASHINGTON SQ RD A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S TIGARD, OR 97223 AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD INDUSTRY. APPROVED EQUAL. PRACTICE. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS SHEET TITLE C. TRANSITIONS BETWEEN PVC AND RIGIDRGS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD ( ) SHALL BE MADE WITH PVC IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. COATED METALLIC LONG SWEEP RADIUS ELBOWS. MANUFACTURERS OF EQUIPMENT; D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES GENERAL NOTES ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME CONCEALED IN WALLS AND CEILING. EMT SHALL BE MILD STEEL, ELECTRICALLY TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SHEET NO. N-2.0 - DRAWING LEGEND SII, �` --- --- SUBJECT PROPERTY LINE TAX LOT: 1 S 126CA01 100 tiq(z . • I — — — — — ADJACENT PROPERTY LINE 6<1, Sp_ r i n t X--X X-- EXISTING FENCE I o ,' 6391 SPRINT PARKWAY OVERLAND PARK,KS66251 J——,,y— A. DETAIL MARKER SW BLUM RD FL- ' I I IV SUBJECT PARCEL �^j' CROWN TAX LOT: 1$1260000300 ( ..,,r►►CASTLE © ELEVATION MARKER ( J 1505 WESTLAKE AVE N.SURE 800 VIVSEATTLE,WA 96109 © SECTION MARKER PROPERTY LINE (TYP) / 1 : Vagf 2 Irri /f MORRISON HERSHFIELD COMMON ABBREVIATIONS O 600 STEWART ST,SUITE 200 SEAT , TYP TYPICAL I Tel:TAX LOT: 1S126CD00100 2 S 3801 00 www.mordsonhershfield.com NOTES; 1. THIS IS NOT A SURVEY. PROPERTY BOUNDARIES AND STRUCTURE LOCATIONS WERE OBTAINED FROM EXISTING DRAWINGS AND ON-LINE MAPPING BOUNDARY PLAN SERV2. NEW ICES,CONS CONSTRUCTION ON WIL ARE APPROXIMATE.NOD DISTURB OR DESTROY I SCALE: NTS �� I E EXISTING LANDSCAPING OR TREES I \ 'i1/4,4*** GINS / ASPHALT PARKING LOTi z \ 1504P r 1 IIl k . { r / ,e, S614 OR6C30N as :>- -------''''' Ai ° /6/4RY A% es — -)- --1 I = 'q "NCE CO W / I TAX LOT: 1S126CA01000 �� nn Q I ASPHALT PARKING LOT-� c3 / Z TAX LOT 1 S 126CAO 1100 I \G. V £ 12/31/19 / I I I TAX LOT: 1 S 126CA00900 117--',., --. IEXISTING BLDG \ 1 W / (RETAIL) / ' /I' / / / / / / / I 0 I \ I MH PROJECT NO.: 7170159 I I I I Q 1 RELEASE /i I I CO J ( NO. DATE D/C DESCRIPTION I A 05/15/17 JA 90% CD REVIEW CO / / / I c B 01/31/18 JA 95% CD REVIEW _ I _ _ _ _ I G C 03/12/18 JA 98% CD REVIEW / J I 0 03/13/18 JA 100% CD FINAL IQ I TAX LOT: 1S126CA00500 4..1 q. 410'-10"± I y PROPERTY UNE (TYP) I SITE NUMBER `�/ `\_., •.-- 1 P029XC053 A_ _ 1 VEGETATION EXISTING FENCED COMPOUND VEGETATION ) I CCI SITE # 879570 v! �.-- <t c. ,,■ EXISTING 8T-6" STEALTH POLE , SITE NAME R ..r LE I WASHINGTON TAX LOT1S126CA00600 I — _ __ I SQUARE MALL TAX LOT: 1 S 126C800500 I r_____, I I I I I TAX LOT: 1 S 1260000300 I I SITE ADDRESS I i ZONING: MUC I 9585 SW WASHINGTON SQ RD ACRES: 46.24 I I TIGARD, OR 97223 I I I I I \-ASPHALT PARKING LOT-\ I - SHEET TITLE I I I / I EXISTING BLDG 1 OVERALL SITE PLAN I I 1 ASPHALT PARKING LOT- (RETAIL) ' N I I I 1I W E SHEET To / I S OVERALL SITE PLAN so' o 30 60' SCALE:r=60.--0" (22x34) 1 (OR)1/2•=60'-0^ (11817) NEW CANISTER COLOR TO STRUCTURAL TOWER MODIFICATION NOTE: • )1 M MATCH THE EXISTING FACILITY UPGRADE EXISTING STEALTH POLE PER PJF'S NEW CONSTRUCTION WILL NOT DISTURB OR DESTROY Sprint "MODIFIED 87'-6"MONOPOLE DRAWINGS", DATED 12/19/17 EXISTING LANDSCAPING OR TREES 6391 SPRINT PARKWAY uomo.% OVERLAND PARK,KS66251 II� __.<,N.-_,-- -,,x "`l �--4'`----' -� x'� '��""'X ._. -x--':":---.,, ./ - �- --- . -�R-'^�-'-��''X_�'=t.-X -`-�-�'X.'-�t _� YX —v X X xXCROWN I1.� z ,i Ix V,< ` `�`7x ; , - 1 > :::GipCRAortS"TAILE►CASTLE 1p }'ti k X v EXISTING CHAIN LINK FENCEEXISTING �� ai�,ix� �� {v X ` �u X WITH SIGHT OBSCURING 1E.WA 98109 E800 �� GREEN SLATS (TYP) E,WA 98109VEGETATION 1 �� . t, l� , � y v, ,i`, j ,i�,? '\ 4\ k' / x1 x!I j, !r !tV xjEXISTINGµii EXISTING ICE BRIDGE ,"� GENERATOR ��7 lin x Il !_,� _, ISI (OF OTHERS) \' ) 0<�! x /w MORHERSHFIELD 11 I Ij ` EXISTING STAIRS EXISTINGVEGETATION 8RT ST,SUITE 200 x1 ��/1 W/ HANDRAIL x E,WA98101 _/ IF 1 �x�� EXISTING 6.268.7370 I x' RAISED EXISTING EQUIPMENT PLATFORM / `/•, : STEEL POLE ■�. \ 6.268.737 d.com (OF OTHERS) �� ■ 1 r 11 >> ; X V . - 7 \� �'�� NEW 78"0 [MAX] RF-TRANSPARENT CANISTER f x �, � �` x � ' (TO REPLACE EXISTING 30"0 RF-TRANSPARENT PftOFF�'EXISTING GPS ANTENNA i � � \ .� " iji--- (OF OTHERS ANTENNA CANISTER); DESIGN BY OTHERS LNrt �� ,'-- iv' Via° ` l '1/457 = x �f 1_-' v .', • SPRINT PANEL ANTENNAS AND ANCILLARY x iSO+iP lr —x x X x--x--x----x x x x- X EQUIPMENT MOUNTED WITHIN CANISTERjr X ,,, EXISTING SPRINT FEEDUNES �, ` x EXISTING SPRINT ` (8) 1COAX] OREGON O� ICE BRIDGED BE REMOVED 7.G 4 ' kk Viiir INSTALL SPRINT FEEDUNES x 0 4RY 4'3 p+4- EXISTING POST [(3) SAMSUNG TYPE 2 HYBRID] i ----- a gNCE 0° ON POST X- --X----X X X-- X- X— Y.- X X --- X X X— X X-------X- Y X X X X X - --- x EXISTING SPRINT GPS ANTENNA !- — -- - EV'12/31114 X EXISTING SPRINTx EXISTING LADDER iGROUND COVER 1 CIENNA ON POST ✓ ��'; ' EXISTING RRH ' 1 , .� x TO BE RELOCATED TO TOWER x /-" k r ) -i (TYP OF 3) 0 NH PROJECT NO.: 7170159 1 1 EXISTING SPRINT MMES EQUIPMENT CABINET i, i%,Alio '' 1R':� �.z _ arm / 1� ' RELEASE x x NO. DATE D/C DESCRIPTION A 05/15/17 JA 90% CD REVIEW I EXISTING SPRINT BATTERY CABINET-_ / EXISTING TO BE REMOVED R X EXISTING SPRINT CONCRETE PAD B 01/31/18 JA 95% CD REVIEW EXISTING \! ` C 03/12/18 JA 98% CD REVIEW VAULT (TYP OF 3) 0 03/13/18 JA 100% CD FINAL t I (7 �r _I /1 1 I X GROUND COVER i ILS I / I I I xX I —�l. _ L it J ,,,� I J __, x ,�, y-_, 1 .1 11 EXISTING TRANSFORMER SITE NUMBER P029XC053 x x CCI SITE # 879570 EXISTING UTILITY H-FRAME (OF OTHERS) EXISTING WORK LIGHT , SITE NAME X I■ x �- WASHINGTON ! �\ \\./7/ • -- / SQUARE MALL x ^IXEXISTING SPRINT UTILITY H-FRAME: X X X -- x - X XARBORVITAEx(TYP) 9585 S�E ADDRESS / EXISTING W WASHINGTON SQ RD EXISTING f 1 / / 200A PPC W/ 200A GENERATOR TIGARD, OR 97223 SHRUBS SHRUBS ° DISCONNECT & TELCO CABINET EXISTING SWING GATE �� / \\ / )� � \ //\ /Xy '''�/� BACK OF SIDEWALK �� I X \ p �/� SHEET TITLE \/X x✓ COMPOUND PLAN EXISTING SIDEWALK a N NW W E SHEET NO. NOTE. n■O ONLY SPRINT ANTENNAS SHOWN IN PLAN VIEW FOR CLARITY; SEE ELEVATIONS S COMPOUND PLAN 0 s ' SCALE: 1/z"=r-o• (22x34) 1 (OR) 1/4"=1'-0"(11x17) FINAL RRH/HYBRID CABLE SCHEDULE QTY RRH MODEL RRH FREQUENCY HYBRID CABLE HYBRID CABLE JUMPER JUMPER 1) LENGTH TYPE SIZE LENGTH • 3 RRH—C2A 800MHz 133'± TYPE 2 1/2" 6' Sprint 3 RRH—P4 1900MHz 133'± TYPE 2 1/2" 6' n 3 RRH—B8 2500MHz 133'± TYPE 2 1/2" 6' 6391 SPRINT PARKWAY OVERLAND PARK,KS66251 FINAL ANTENNA SCHEDULE ANTENSECTOR FREQUENCY ANTMFRENNA ANTENNA MODEL ANTENNA AZIMUTH QTY CEN ER LENGTH MECHD ANTENNA LTELECTTILCROWN ALPHA 800/1900/2500 MHz COMMSCOPE DHHTT65B-3XR 1 0' 83' 72.1" — — N....CASTLE BETA 800/1900/2500 MHz COMMSCOPE DHHTT65B-3XR 1 120' 83' 72.1" — — GAMMA 800/1900/2500 MHz COMMSCOPE DHHTT65B-3XR 1 240' 83' 72.1" — — 1505WESTLAKESUITE SEATTLE,,WWA A 9 9818109 NOTES: 1. TOWER STRUCTURAL AND ANTENNA MOUNT ANALYSIS TO BE PERFORMED BY OTHERS. SPRINT INSTALLATION SHALL NOT START I UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT Mil 2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL 3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT MORRISON HERSHFIELD 4. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT RFDS PRIOR TO CONSTRUCTION 5. COORDINATE FINAL LOCATION OF RRUs WITH CONSTRUCTION MANAGER 600 STEWART ST,SUITE 200 6. ALL PROPOSED PANEL ANTENNAS SHALL BE MOUNTED ON NEW 2-7/8" O.D. SCH 40 GALV. PIPE SEATTLE,WA 98101 7. CONTRACTOR TO VERIFY AND CORRECT, AS NEEDED, ALL ANTENNA AZIMUTHS AND TILTS Tel.206.268.T37o www.monisonhershfield.com �ti�1R PRQFFSS �� NGIN ,, 4 NEW 78"0 [MAX] RF—TRANSPARENT 4 :1504P/ Y` o II CANISTER (TO REPLACE EXISTING 30"0 c~3 RF-TRANSPARENT ANTENNA CANISTER); r v`''i DESIGN BY OTHERS Z OREGON ct PROPOSED SPRINT PANEL ANTENNA NEW 4.5"0 MOUNTING MAST; ¢ G'4RY 13 EXISTING 30" RF—TRANSPARENT [COMMSCOPE DHHTT65B-3XR] DESIGN BY OTHERS 44NCE CO o ANTENNA CANISTER AND MOUNTING ES n MAST TO BE REMOVED INSTALL (1) OPTIC FIBER AND 7/-- 8 N (1) POWER JUNCTION CYLINDER A EXISTING SPRINT PANEL ANTENNA EaP 12/31119 [EMS RR65-18-04DP] . AND MOUNT TO BE REMOVED ` a " I, = 1 1 HIHiii i it A •�� I a� ` I NH PROJECT NO.: 7170159 // L.1,,r J q ' � ��/` INSTALL (1) OPTIC FIBER AND RELEASE 1l/ �- . �� SI40'I j � 1( _ /u (1) POWER JUNCTION CYLINDER NO. DATE D/C DESCRIPTION 11 A �� II A 01/31/18 JA 90% CD REVIEW C \ j < / /! I�� g 01/31/18 JA 95% CD REVIEW \\ B // J (• C 03/12/18 JA 98% CD REVIEW EXISTING SPRINT PANEL ANTENNA \\ d �� • ,� %'. PROPOSED SPRINT PANEL ANTENNA 0 03/13/18 JA 100% CD FINAL [EMS RR65-18-04DP] \\\ "� EXISTING SPRINT PANEL ANTENNA ` ` ,.� COMMSCOPE DHHTT856-3XR AND MOUNT TO BE REMOVED ___ [EMS RR65-18-04DP] 4141'*<:" m. , ° [ ] AND MOUNT TO BE REMOVED �!� . .C s B Ez'5 S SEG�� y°d �FCTOR S�G�Oe :,�A ,� SFCT P1 r2 Pti �� OR 2 SITE NUMBER 0 g♦ /?p. P029XC053 PROPOSED SPRINT .------ PANEL CCI SITE # 879570 PANEL ANTENNA �_ [COMMSCOPE DHHTT65B-3XR] EXISTING RELOCATED SPRINT RRH SITE NAME [SAMSUNG RRH—P4] WASHINGTON INSTALL (1) OPTIC FIBER AND (TYP OF 3, 1 PER SECTOR) SQUARE MALL (1) POWER JUNCTION CYLINDER SITE ADDRESS PROPOSED SPRINT RRH 9585 SW WASHINGTON SQ RD [SAMSUNG RRH—B8] TIGARD, OR 97223 (TYP OF 3, 1 PER SECTOR) PROPOSED SPRINT RRH SHEET TITLE [SAMSUNG RRH—C2A W/ EXT FILTER] (TYP OF 3, 1 PER SECTOR) ANTENNA CONFIGURATIONS N N W E SHEET NO. W E S S A-3.0 0 3" 6" 1• SCALE: 1"=1•-0" (22x34) 0 3" 6" 1' SCALE: 1"=1'-0"(22x34) _ 1 EXISTING ANTENNA CONFIGURATION ® (OR)3�2•=1—o" (11x17) 2 FINAL ANTENNA CONFIGURATION ® (OR)1/2"=r-0' (11x17) MANLIFT ACCESS ONLY NEW CANISTER COLOR TO STRUCTURAL TOWER MODIFICATION \`- MATCH THE EXISTING FACILITY UPGRADE EXISTING STEALTH POLE PER PJF'S • Ø "MODIFIED 87-6"MONOPOLE DRAWINGS", DATED 12/19/17 Sprint EXISTING 30"0 RF-TRANSPARENT NEW 78"0 RF-TRANSPARENT ANTENNA CANISTER AND MOUNTING CANISTER AND MOUNTING MAST; 8381 SPRINT PARKWAY ATOP OF EXISTING CANISTER MAST TO BE REMOVED ATOP OF NEW CANISTER DESIGN BY OTHERS OVERLAND PARK,K568251 187'-6" AGL r-, ±87'-6" AGL RAD CENTER OF EXISTING n n EXISTING SPRINT PANEL n SPRINT ANTENNAS IIII ANTENNA TO BE REMOVED RAD CENTER OF PROPOSED J JiI4 PROPOSED SPRINT PANEL ANTENNA h IIII SPRINT ANTENNAS WITHIN CANISTER Yt84'-0" AGL I ANTENNA OF 3, 1 PER SECTOR) I"t83'-0" AGL (TYP OF 3, 1 PER SECTOR) JCROWN ,rMCASTLE LU 14111 II' —, 1505 WESTLAKE AVE N,SATE 800 ——— —— SEATTLE,WA 58109 II �TOP OF EXISTING STEEL POLE TOP OF EXISTING STEEL POLE PROPOSED SPRINT RRH 111 ,-t75'-0" AGL A. V±75'-0" AGL \ r1L1 WITHIN CANISTER Inn OF EXISTING CANISTER TOP OF EXISTING CANISTER I i (TYP OF 9, 3 PER SECTOR) 173'-3" AGL r� I-1 ±73'-3" AGL I-1 I-1 MORRISON HERSHFIELD EXISTING 78"0 RF-TRANSPARENT EXISTING 78"0 RF-TRANSPARENT 600 STEWART ST,SUITE 200 ANTENNA CANISTER ANTENNA CANISTER SEATTLE,WA 98101 Tel:206.268.7370 www.morrisonhershfield.com L JI I J>EXISTING ANTENNA ARRAY (OF OTHERS) L J EXISTING ANTENNA ARRAY (OF OTHERS) Fry r 1WITHIN CANISTER (-1 r 1 WITHIN CANISTER �(t0 PRQF�4s NGINEF, f, iipli "1504Pt f /Li �J LJI LIJ -14 " /J �f y OREGON q �BOTT OF EXISTING CANISTER i ABOTT OF EXISTING CANISTER I ri �qqy 13 Z.4.7' , 151'-3" AGL ±51'-3" AGL "NCE C" sap 12131119 NOTE: NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE (MH PROJECT NO.: 7170159 I EXISTING STEEL POLE COVER. IF REQUIRED, THE CONTRACTOR EXISTING STEEL POLE RELEASE I SHALLLMODIFY ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED NO. DATE D/C DESCRIPTION STRUCTURAL REPORT OR ASSOCIATED A 05/15/17 JA 90% CD REVIEW MODIFICATION DESIGN DRAWINGS. g 01/31/18 JA 95% CD REVIEW C 03/12/18 JA 98% CD REVIEW EXISTING SPRINT FEEDLINES SPRINT FEEDLINES 0 03/13/18 JA 100% CD FINAL [(6) 1-5/8" COAX] [(3) NEW TYPE 2 HYBRID] ROUTED WITHIN POLE ROUTED WITHIN POLE TO BE REMOVED SITE NUMBER EXISTING SPRINT MMBS EQUIPMENT CABINET P029XC053 EXISTING SPRINT MMBS CCI SITE # 879570 EQUIPMENT CABINET SITE NAME EXISTING SPRINT EXISTING SPRINT EXISTING SPRINT ICE BRIDGE BATTERY CABINET EXISTING SPRINT ICE BRIDGE WASHINGTON BATTERY CABINET — —-----_--- SQUARE MALL ... .; : . . ...:: . ::..:, ,.;.. .;.... . .. .: ...,;.... ..:...;;...:...::..:..::.: ;.;..., EXITINGCHAIN :. EXISTING CHAIN AIN SITE ADDRESS LINK FENCE :'�LINK FENCE 9585 SW WASHINGTON SO RD :., TIGARD OR 97223 .......................:::::::................ i . I : SHEET T TITLE i< Si • ::•::.:::::. •:. ,::::::::.::::. ........................................... . ::::::::: SOUTH di • T :.: >:>:;•::•::•::.; .;•.;::::::.:;•;;>r POLE BASE PLATE :.. :.,...:................ ::::.:;::::, POLE BASE PLATE -_ S ASSUMED 0'-O" AGL '? ASSUMED 0'-O" AGL ' ELEVATIONS of* mom wort SHEET NO. NOTE: A-4.0 LANDSCAPING NOT SHOWN FOR CLARIFICATION 0 1.5' 3' S' SCALE: 3/16"-V-0" (22x34) 0 1.5' 3' 5' SCALE: 3/16"=1'-0" (22x34) EXISTING SOUTH ELEVATION ® (oR> 3/32"=,'-o" („x,7) 2 PROPOSED SOUTH ELEVATION ® (OR) 3/32"=V-0”(„x,7) MANLIFT ACCESS ONLY NEW CANISTER COLOR TO STRUCTURAL TOWER MODIFICATION UPGRADE MATCH THE EXISTING FACILITY UPGRADE EXISTING STEALTH POLE PER PJF'S ,P,- "MODIFIED 87'-6"MONOPOLE DRAWINGS",DATED 12/19/17 Sprint EXISTING 30'0 RF-TRANSPARENT NEW 78"0 RF-TRANSPARENT ANTENNA CANISTER AND MOUNTING CANISTER AND MOUNTING MAST; 6391 SPRINT PARKWAY MAST TO BE REMOVED �_, TOP OF EXISTING CANISTER DESIGN BY OTHERS TOP OF NEW CANISTER OVERLAND PARK,K586251 ±87'-6" AGL *87'-6` AGL EXISTING SPRINT PANEL n RAD CENTER OF EXISTING ❑ ANTENNA TO BE REMOVED I I I i SPRINT ANTENNAS PROPOSED SPRINT PANEL ANTENNA A, JII RAD CENTER OF PROPOSED 1 11 1 WITHIN CANISTER SPRINT ANTENNAS Cry OF 3, 1 PER SECTOR)�� i 184'-0" AGLY (TYP OF 3, 1 PER SECTOR) 1 Iii 183'-0" AGL JCROWN ,eCASTLE I-IJ I I =p 1505 WESTLAKE AVE N,SUITE 800 ' SEATTLE,WA 98109 Il TOP OF EXISTING STEEL POLE PROPOSED SPRINT RRH II TOP OF EXISTING STEEL POLE III / 175'-0" AGL WITHIN CANISTER 7' ±75'-0" AGL (TYP OF 9, 3 PER SECTOR) TOP OF EXISTING CANISTER 6-1 i i TOP OF EXISTING CANISTER frill I-1 f 1 ±73'-3" AGL I-1 f l ±73'-3" AGL MORRISON HERSHFIELD EXISTING 78"0 RF-TRANSPARENT EXISTING 78"0 RF-TRANSPARENT 600 STEWART ST,SUITE 200 ANTENNA CANISTER ANTENNA CANISTER SEATTLE,WA 98101 Tel:206.268.7370 www.mordsonhershfield.com EXISTING ANTENNA ARRAY (OF OTHERS) L�1 I J EXISTING ANTENNA ARRAY (OF OTHERS) L J Li J WITHIN CANISTER r El WITHIN CANISTER r r-I ��_co PROFS t,N3INes.. `5,. k, ma "1504P r" NOTE: I I Ifr L JI L J NO WORK SHALL COMMENCE WITHOUT THE L i L J v / I APPROVED TOWER/ANTENNA MOUNT I I OREGON 05 BOTT OF EXISTING CANISTERI STRUCTURAL ANALYSIS REPORT SIGNED I I BOTT OF EXISTING CANISTER C 24q $ 151'-3" AGL AND SEALED BY A LICENSED 151'-3' AGL RV Q� PROFESSIONAL ENGINEER UNDER SEPARATE ��NCE GO COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED 52W 12/31/19 MODIFICATION DESIGN DRAWINGS. I NH PROJECT NO.: 7170159 EXISTING STEEL POLE EXISTING STEEL POLE RELEASE NO. DATE D/C DESCRIPTION A 05/15/17 JA 90% CD REVIEW B 01/31/18 JA 95% CD REVIEW C 03/12/18 JA 98% CD REVIEW EXISTING SPRINT FEEDUNES SPRINT FEEDUNES 0 03/13/18 JA 100% CD FINAL [UT 1- ITHI COAX] [(3) NEWOTYPE 2 HYBRID] POLE ROUTED WITHIN POLE ROUTED WITHIN POLE TO BE REMOVED SITE NUMBER P029XC053 CCI SITE # 879570 SITE NAME WASHINGTON EXISTING CHAIN LINK EXISTING CHAIN LINK SQUARE MALL r :.::.'FENCE WITH SIGHT I ..IVFENCE WITH SIGHT OBSCURING GREEN SLATS OBSCURING GREEN SLATS SITE ADDRESS EXISTING SPRINT MMBS EXISTING SPRINT MMBS :•is::::::::::'i:3 `•:`s'"' 9585 SW WASHINGTON SQ RD TIGARD OR 97223 EQUIPMENT CABINET EQUIPMENT CABINET : ij SHEET TITLE POLE BASE PLATE POLE BASE PLATE pik EASTT ASSUMED O'-0" AGL ASSUMED 0' 0" AGL ELEVATIONS SHEET NO. NOTE: LAND4■ 1 LANDSCAPING NOT SHOWN FOR CLARIFICATION T 0 1.5' 3' 5' SCALE: 3/16"=1'-0" (22x34) 0 1.5' 3' 5' SCALE:3/16"=1'-0"(22x34) EXISTING EAST ELEVATION ® (OR) 3/32"=/'-o" („xn) 2 PROPOSED EAST ELEVATION ® (OR) 3/32"=r-o” („x,7) ' 1 MANUFACTURER: COMMSCOPE � MODEL: DHHTT65B-3XR Sprint M WEIGHT: 45.4 LBS MOUNTING MAST AY I.8 ' DIMENSIONS: 72.1" x 11.9" x 7.1" 6OVERLAND PARK1 SPRINT AK568251 FREQUENCY: REFER TO RF DATA SHEET .WN �: N. I ,,.9" I CROWN I!pi! k I, +,,,,r CASTLE /�, TOP • '.•I II� I�' l5� 1505 WESTLAKE AVE98 SUITE 800 SEATTLE,WAVE 98709 0 • >,� 11.9"11 � �7.1"� . r MORRISON HERSHFIELD 600 STEWART ST,SUITE 200 DOUBLE ANTENNA CLAMP KIT SEATTLE,WA 98101 (SITEPR01 P/N RF—DAC OR Tel:206.268.7370 / APPROVED EQUAL) www.morrisonhershfield.com 2-7/8' O.D. (MIN) • PIPE MOUNT (TYP);ELY i n ��4to PR ORDER SEPARATELY 'AM! tip oi r i�E 1' I iti114'1504F r OREGON O°t — FRONT SIDE �4NCE C°� £xP 12/31/19 NOT USED SCALE 7 ANTENNA MOUNTING Ns 6 ANTENNA SPECIFICATIONS SCALE N 5 MANUFACTURER: SAMSUNG MODEL: RRH-88 WEIGHT: 59.5 LBS MANUFACTURER: SAMSUNG MANUFACTURER: SAMSUNG I MH PROJECT NO.: 7170159 DIMENSIONS: 22.98" x 15.04" x 9.09" �� MODEL: RRH—P4 MODEL: RRH—C2A W/ EXT FILTER FREQUENCY: REFER TO RF DATA SHEET _I_ WEIGHT: 59.5 LBS WEIGHT: 55.1 LBS RELEASE \ DIMENSIONS: 23.82" x 13.78" x 8.96" DIMENSIONS: 23.69" x 15.75" x 6.73" NO. DATE D/C DESCRIPTION FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET NOTE: _ __ A 05/15/17 JA 90% CD REVIEW INSTALL PER MFR RECOMMENDATIONS x _ B 01/31/18 JA 95% CO REVIEW NOTE: NOTE: C 03/12/18 JA 98% CD REVIEW I' r^i INSTALL PER MFR RECOMMENDATIONS INSTALL PER MFR RECOMMENDATIONS 0 03/13/18 JA 100% CD FINAL 4 ANTENNA DOWNTILT KIT, 'Ili_,, 1 i']I._ _ __ AS REQ'D — �I \ • PANEL 8.96" �( ( SITE NUMBER ANTENNA � I lli� � P029XC053 2.5 INSTALLATION REQUIRES PLAN 1 , .,,G,r�-_ 2-7/8" O.D. ANTENNA PIPE PLAN CCI SITE # 879570 ,5.04" SITE NAME 8.96" MOUNTING BRACKET PLAN WASHINGTON PROVIDED BY MFR (TYP) i — \ SQUARE MALL 15.04" 9.09" _ l SITE All — [ j ��i � `,� iI� iI'�, 9585 SW WASHINGTON SQ RD ANTENNA MOUNTING PIPE V q, III �'� TIGARD, OR 97223 7::::77 aD � lN � SHEET TITLE hRRH PER PLAN; MOUNTING �,00,��oa> Tri 11:11[IIIIIIIHI!�iiHARDWARE PROVIDED BY ,I ,I _ wMFR; INSTALL PER MFR � �',u;�V.,� � t,17 �1 1 ,�� C "',� 'II � ' 1 '1� CONSTRUCTION RECOMMENDATIONS � I �i _, _ �l� ' �i '�II��. I l 1l11j DETAILS �I I " _ ��_ � � .u oil - - \ , 1 I '-IL U U LEFT FRONT SHEET NO. \ = FRONT RIGHT FRONT RIGHT A-5.0 TYP MOUNTING DETAIL SCALE 4 NOT USED SCALE 3 RRH SPECIFICATIONS SCALE 2 RRH SPECIFICATIONS SCALE 1 N.T.S. N.T.S. N.T.S. N.T.S. NOTE: UNITS IN MILLIMETERS • \))1., Sprint ii 6391 SPRINT PARKWAY -� -� OVERLAND PARK,KS 86251 J 3 \ \ 1� `ice CROWN u CASTLE 1505 WESTLAKE AVE N,SUITE 800 MONOPOLE-- LI) in IIII SEATTLE,WA 98109 EXISTING CABINET MMBS MUDROOM O Pali \yt. �L„ ,� ' ' O MORRISON HERSHFIELD El [TO ANTENNAS T HYBRID CABLE ROUTED p M 600 STEWART ST,SUITE 200 oo _ N SEATTLE,WA 98101 0^ — — 111 Tel:206.268.7370 NEW EQUIPMENT -"I3 • ,/ -1,--- www.morisonhershfield.00m INSTALLED IN EXISTING O I R R I�l,/� MMBS CABINET PER -�� MFR SPECIFICATIONS - u� �_ PROVIDE DRIP LOOP ■ I '"t+"� (? PRpFFSS O • � BEND RADIUS Imo moil �C.NGIN�F' MIN. i I I % )4 U ;1504P +' I I iIII it/t; i A.;,s, --\\\,,..‘,., �OJ .: �. ' vAir i� ,' II ,„OREGON `� s\,-,‘- �� ` 1, et' 6,4 `1*'t "NCE CO FIBER JUNCTION CYLINDER POWER JUNCTION CYLINDER $2P 12131119 ALE TYP CABINET MODIFICATION AND HYBRID DETAIL N` ALE 5 JUNCTION CYLINDER N` 4 I MH PROJECT NO.: 7170159 RELEASE NO. DATE D/C DESCRIPTION 2-7/8" 0.0. ANTENNA A 05/15/17 JA 90% CD REVIEW PIPE MOUNT B 01/31/18 JA 95% CD REVIEW ii C 03/12/18 JA 98% CD REVIEW 0 03/13/18 JA 100% CD FINAL RRH PROPOSED FIBER AND POWER CYLINDERS; CONTRACTOR SHALL MOUNT WITH SITE NUMBER ADEQUATEHARDWARE TOP029XC053 CCI SITE # 879570 SITE NAME FIBER =` WASHINGTON 11111ce`- SQUARE MALL 1111111111.11111111 POWER SITE ADDRESS FIBER \ 9585 SW WASHINGTON SQ RD EXISTING TIGARD, OR 97223 ANTENNA POWER MOUNT Q� SHEET TITLE )41 TOHYBRID CABLE CONSTRUCTION EXISTING TOWER DETAILS SHEET NO. A-5. 1 NOT USED SCALE 3 NOT USED SCALE 2 JUNCTION CYLINDER MOUNTING DETAIL N.T.S. 1 NOTES: ® \)oph 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 5 p r i n t ' AND IELD VERIFY LENGTHS PER AL ICE BRIDGE CONFIGURATION STRUCTURE MOUNTED ROUTINGTOTAL LENGTH -35m (114.8') -55m (180.5') ••,65m (213.3') "80m (262.5') ~100m (328.1') .-120m (420.0') "-160m (550.0') 6391 SPRINT PARKWAY AWG 6 1 PAIR, AWG 4 1 PAIR, OVERLAND PARK,KS66251 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO HYBRID POWER CABLE AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR, AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 2 1 PAIR, CURRENT SPRINT STANDARDS. CONFIGURATION AWG 12 3 PAIR AWG 10 3 PAIR AWG 10 2 PAIR AWG 8 3 PAIR AWG 8 2 PAIR AWG 6 3 PAIR AWG 4 3 PAIR CABLE DIAMETER 25mm (0.98") 27mm (1.06") 30mm (1.18") 30 32mm 32mm 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. f (1.26") 39.2mm (1.54") 43.5mm (1.71") CROWN BENDING RADIUS 300mm (12") 330mm (13") 390mm (15") 450mm (18") 450mm (18") 457mm (18") 533mm (21") `,weCASTLE 4. ALL RET CABLE TO BE SUPPLIED BY COMMSCOPE AND SHALL BE 9.8' IN LENGTH, MODEL # iRET AISGv1.1. OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE 1505 WESTLAKE AVE N,SUITE B00 DU CABINET SEATTLE,WA 98109 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH'S WHICH ARE (POWER CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE MOUNTED ON THE PIPE BEHIND THE ANTENNA. MAX SIZE AWG 4) U 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RRH POWER CABLE SPEC AWG 8, 14.7-15.4mm, 0.57" 0.60" Erik RELOCATING THE ANTENNAS. IF RELOCATION IS REQUIRED, NOTIFY AWG 10, 11,5-12.4mm, 0.45""'0.48" SPRINT RF ENGINEER PRIOR TO RELOCATION. 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER MORRISON HERSHFIELD NON USE POWER AND AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE OPTIC CABLE PROTECTION WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE 600STEWARTST,SUITE200 SEATTLE,WA 98101 SAMSUNG FIBER 0.5 LBS/LF 0.6 LBS/LF 0.8 LBS/LF 0.9 LBS/LF 1.1 LBS/LF N/A N/A Tel:206.268.7370 ASIA TAI 0.7 LBS/LF 0.7 LBS/LF 0.7 LBS/LF 0.7 LBS/LF 0.7 LBS/LF N/A N/A WW1+•mortisonhershfield.com TESSCO N/A N/A N/A N/A N/A 1.6 LBS/LF 2.2 LBS/LF 41:F11( 144;:.6*,:;;;,(' �4�(y PROFS ��GIF. si �w 15O4P ' NOTES N.T.S.` E 3 HYBRID CABLE TYPES&SPECIFICATIONS SCALE 2 r ,OREGON qb� 2" SPACE 2" TAPE 2" TAPEBETWEEN HYBRID 2"TAPE 2" TAPE 2"TAPE RING 2" TAPE RING C'1 6:40 i Z, , 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 (� FIRST RING BETWEEN (IF APPUCABLE PER BETWEEN (IF APPUCABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER '1INCE CO HYBRID COLOR CODE RINGS SECTOR) RINGS I SECTOR) I COLOR CODE CODE I CODE BREAK-OUT CYLINDER FIRST RING 1 RINGS I SECTOR) ' RINGS I SECTOR) (4) PAIR COPPER ��_ !OOOOOOOOOOi !OOOOOOOOOOi !OOOOOO��OOOi sap 12 31 9 TO RRU -- - --- - -- --- - • D..�.0�.�.0�.�.�.�• • ..�.�.�.0�.�.�.0�.� •� • ........... ............• ..........5 (6) FIBER CABLE I MH PROJECT NO.: 7170159 HYBRID COLOR COD HYBRID COLOR COD HYBRID COLOR COD NO SPACE BETWEE FREQUENCY COLOR HYBRID COLOR COD HYBRID COLOR COD WRAP TAPE AROUND HYBRID CABLE TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE TIMES, TO CABINET RELEASE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) MIN. (TYP) NO. DATE D/C DESCRIPTION A 05/15/17 JA 90% CD REVIEW 2" TAPE 2" TAPE 2" SPACE 2" TAPE RING 2"TAPE RING B 01/31/18 JA 95% CD REVIEW BETWEEN HYBRID 2"TAPE 2" TAPESECOND RING THIRD RING C 03/12/18 JA 98% CD REVIEW 2" TAPE 1" SPACE SECOND RING 1" SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2" SPACE 1" SPACE 1" SPACE ii, FIRST RING BETWEEN (IF APPLICABLE PER 6ETVEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER 0 03/13/18 JA 100% CD FINAL HYBRID COLOR CODE RINGS SECTOR) 1 RINGS 1 SECTOR) 1 COLOR CODE 1 CODE CODE I BREAK-OUT CYLINDER FIRST RING I RINGS I SECTOR) I RINGS ( SECTOR) (4) PAIR COPPER I TO CABINET • 6.�.�.�.�.�.�.�.�.�0. !.�.�.�.�.�.�.�.�.�.�. �_ ►.........♦ ►.........♦ ►.........♦ SITE NUMBER ----------- ----------- ----------- (6) FIBER CABLE CCI SITE # 879570 HYBRID COLOR COD HYBRID COLOR COD HYBRID COLOR COD NO SPACE BETWEE FREQUENCY COLOR HYBRID COLOR COD HYBRID COLOR COD WRAP TAPE AROUND HYBRID CABLE SITE NAME TAPE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE TIMES, TO RRU FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) MIN. (TYP) WASHINGTON SID CAKE CONNECTION AT CABINET SQUARE MALL NOTE: 2" TAPE 2"TAPE 2" SPACE SITE ADDRESS SECOND RING FIRST RING BETWEEN CABLE CODE 2"TAPE 9585 SW WASHINGTON SQ RD FREQUENCY COLOR FREQUENCY COLOR ANO FREQUENCY THIRD RING 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR CODE CODECOLOR CODE CABLE 1" SPACE TIGARD, OR 97223 TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. I I I I I I ANTENNA 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 2 FROM RRH 1 0 END SHEET TITLE 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR OF JUMPER CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 2" SPACE 2" TAPE 2"TAPE 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 CONSTRUCTION THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR DETAILS CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 1" SPACE CABLE ip COLOR CODE CODE CODE 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. RRH END 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO 1 OF JUMPER 0 - FROM ANTENNA SPACES. SHEET NO. 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR JUMPER CABLE CONNECTION AT RRU AND ANTENNA INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. A...5.2 HYBRID COAXIAL CABLE TAPE COLOR CODING SOLE 1 N.T.S. • "41), Sprint 1 //// / R ANDIPAPARKWAY, K,K 682 OVERLAND PARK,KS 68251 SOLID BARED TINNED COPPER VE °®®o o° ' r, , CONDUCTOR W/ THERMOWELD CROWN %a...CASTLE °°o o®, °o 0 9® 3/8"x3/4" SS BOLT EXISTING GROUND BAR °o®®°o® ' 2-7/8" O.D. ANTENNA 1505 WESTLAKE AVE N,SUITE 800 0 3/8" WASHER MOUNTING PIPE SEATTLE,WA 98109 Mill 3/8" WASHER l'..‘ MORRISON HERSHFIELD 3/8" SS LOCK WASHER 600 STEWART ST,SUITE 200 SEATTLE,WA 88101 3/8" SS NUT Tel:206.268.7370 PROPOSED PANEL ANTENNA WWW.momsonhershfield.com R TYPICAL GROUND BAR CONNECTION DETAIL SCALE' 4r ��,?NF`sr ke '� 1504P�/ <` 1/4-20 HEX BOLT lj 2 HOLE LUG #2 AWG GRN = 1/4" FLAT WASHER y�OREGON2(§) �gli■Ik ... --� Q '�Av ,s .k�' DANCE CoO /�/////://////�/A �� PROPOSED RRH PRIMARY GROUND BAR/ '—'�� 62P12/31/19 METAL ENCLOSURE 1/4" EXT. TOOTH LOCK WASHER 411 [L 11�`1/4-20 HEX NUT INSTALLATION NOTES; I MH PROJECT NO.: 7170159 I 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. RELEASE 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. NO. DATE D/C DESCRIPTION 4. USE SOLID COPPER WIRE AND MECHANICAL 2—HOLE LUG FOR ALL EXTERIOR GROUNDING. #2 AWG SOLID BARE TINNED I A 05/15/17 JA 90% CD REVIEW COPPER CONDUCTOR I B 01/31/18 JA 95% CD REVIEW 1 C 03/12/18 JA 98% CD REVIEW #2 AWG STRANDED UV RATED 0 03/13/18 JA 100% CD FINAL JACKETED COPPER CONDUCTOR / GROUND CONNECTION DETAIL SCALE 3 / /// / / SITE NUMBER / P029XC053 CCI SITE # 879570 �2 (TYPICALLY) SITE NAME No 12" TO 24" p0hi ANTENNA CABLE j" 120" MAX. 1 68°000e WASHINGTON °°°aooea°oo6e SQUARE MALL =�=_�1' 0oo0g°° SITE ADDRESS EXISTING ANTENNA °00 9585 SW WASHINGTON SO RD SECTOR GROUND BAR, TIGARD, OR 97223 WEATHERPROOFING KIT GROUNDED TO TOWER (SEE NOTE 3) CABLE CONNECTOR CABLE GROUND KIT SHEET TITLE #6 AWG STRANDED COPPER GROUND WIRE GROUNDING (BONDED TO GROUND BAR); DETAILS SEE NOTE 1 & 2 NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. SHEET NO. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. E-1 .0 CABLE GROUND KIT CONNECTION N` 2 EQUIPMENT GROUNDING PLAN N` 1 C Condoht 2017,by Paul J.Fad endCanpeny, At Rights Reserved.This document end - MODIFIED 87'-6" MONOPOLE the data contained ed.herein,This to Paul J.Fad and Company,Issued in strict confidence and shall not,without the prior eaten permladon of Paul J.Ford 1 and Company,be reproduced,copied or used for any purpose other Oran the BU #879670; WASHINGTON SQUARE MALL "-�` ' inject. m 9585 SW WASHINGTON SQ RD . ° J TIGARD, OREGON 97223 - „„41 0>14 F— d �Z � >i C/) ul . o WASHINGTON COUNTY ; Q, LAT: 45 27' 10.691 LONG. -122° 46' 41.31 V x . APP: 387087 REV. 16; WO: 1496996 a u � Z pz . a.oBh m g : PROJECT CONTACTS THIS PROJECT:INCLUDES THE FOLLOWING ITEMS SHEET INDEX i ii Q 11J I (RV a STRUCTURE OWNER: REMOVAL OF EXISTING CONCEALMENT SPINE&SHROUDS SHEET NUMBER DESCRIPTION a la •CROWN CASTLE INSTALLATION OF NEW CONCEALMENT SPINE&SHROUDS T-1 TITLE SHEET V lV • MOD PM:LEE BASSETT AT LEE.BASSETT@CROWNCASTLE.COM INSTALLATION OF NEW CONCEALMENT BULKHEADS&SHROUDS MI-1 MI CHECKLIST PH: (2 : 3 MOD H .PAINT MODIFICATIONS TO MATCH EXISTING POLE N-1 GENERAL NOTES CM:S STEVE EVE HANDY AT W STEVE,HANDY.CONTRACTOR@CROWNCASTLE.COM INSTALL CONCEALMENT REINFORCING SOLUTIONS PER CROWN CASTLE S-1 MONOPOLE PROFILE Ct Q PH: (503)729-7862 DOC OPS-PRC-10127 S-2 CONCEALMENT ELEVATION DETAILS ENGINEER OF RECORD: S-3 CONCEALMENT SECTIONS PJFMOD@PJFWEB.COM S-4 BULKHEAD DETAILS. CO w S-5 CONCEALMENT BRACKET DETAILS Z O CD Z p WIND DESIGN DATA J t,0t,,tt,,�� REFERENCE STANDARD ANSIITIA 222-G-2 2009 AC 2014 OREGON J 0 LOCAL CODE STRUCTURAL SPECIALTY u) 2 0 CODE Q ULTIMATE WIND SPEED(3-SECOND GUST) 120 MPH C9 W CONVERTED NOMINAL WIND SPEED(3-SECOND 93 MPH I— LI GUST) O o ICE THICKNESS 1.25 IN 1`"' O ICE WIND SPEED 30 MPH • SERVICE WIND SPEED 60 MPH 0) RISK CATEGORY II CO EXPOSURE CATEGORY C It Kzt 1.0 m TOWER MANUFACTURER:ROHN :::::UR,��• SEISMIC DESIGN DATA TOWER MANUFACTURER#:44583AE SEISMIC IMPORTANCE FACTOR 1 OFe$8' PROJECT No: 87517 3264.A02.7700 EF, O,y DRAWN BY: D.C.. SS 0.980 I THE ASSOCIATED'FAILING SA WO NUMBER FOR THIS PROJECT IS 1390823 • �a 4 '� Si 0.426 ' 89 567 P E DESIGNED BY: J.W.M. SITE CLASS D QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM PAUL J.FORD& • CHECKED BY: sKK s 0.724 COMPANY TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS.: R N M DATE: 12-19-2017 SD1 0.447 • FOR REQUESTED QUALIFIED ENGINEERING SERVICES,PLEASE CONTACT 'dt�, 1a,Z0� SEISMIC DESIGN CATEGORY D RIGGING@PJFWEB.COM. ®'Pi,�NK KEa BASIC SEISMIC FORCE RESISTING SYSTEM CANTILEVER MONOPOLE TITLE SHEET DESIGN BASE SHEAR(KIPS) 4.436 ATTENTION ALL CONTRACTORS,ANYTIME YOU ACCESS A CROWN SITE o �3a190) i CS 0.167 FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEC 1 ZOi1 R 1.5 DEPARTURE,DAILY AT(800)788-7011. ill 1 i. SEISMIC ANALYSIS PROCEDURE MODAL ANALYSIS r I REV I DATE I DESCRIPTION I . A MODIFICATION INSPECTION NOTES: 9. JNSPECTION AND TESTING 0 CopyrIgla 2017,by Rad J.Ford and Canpany: 9.1. ALL WORK SHALL BE SUBJECT TO REVIEW AND OBSERVATION BY CROWN CASTLES REPRESENTATIVE AND CROWN A All Rights Reserved ThIs document and 1. GENERAL CASTLE'S AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. M I CHECKLIST the date contained herein.k Oto letary 1,1. THE MODIFICATION INSPECTION(MI)IS A ViSUAL INSPECTION OF TOWER MODIFICATIONS ANDA REVIEW OF 9.2. INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS ARE STILL REQUITED WHEN THE EOR PERFORMS to Paul J.Ford and Company,issued in CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN SUPPORT SERVICES DURING CONSTRUCTION. CONSTRUCTION/INSTALLATION INSPECTIONS strict cat8dence and sMI not,without the ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE MODIFICATION ORAWINGS,AS DESIGNED BY THE EOR. 9.3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE AND TESTING REQUIRED(COMPLETED BY EOR) REPORT ITEM prior mitten per nls oA of Paul J.Ford 12. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOTA REVIEW OF THE CONTRACTOR AT NO ADDITIONAL COST. and Canpany,be rproduced,copied or PRE-CONSTRUCTION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. 9.4. AN INDEPENDENT QUALIFIED NSPECTONRESTNG AGENCY SHALL BE SELECTED ANO RETAINED FOR THE SOLE used for array purpose other Than the MODIFICATION OWNERSHIPOF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR PURPOSE OF INSPECTING,TESTING,DOCUMENTING,ANO APPROVING ALL WELDING AND FIELD WORK PERFORMED X MI CHECKLIST DRAWINGS , Intended use for OdsspedNic project. AT ALL TIMES. BY THE CONTRACTOR. X EOR REVIEW 1.3. ALL MI'S SHALL BE CONDUCTED BY A CROWN CASTLE ENGINEERING VENDOR(AEV)OR ENGINEERINGMERE SERVICE 9.4.1. ACCESS TO ANY PLACE ERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES. ' ' VENDOR(AESV)THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN CASTLE. 9.42. THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSE A MINIMUM OF INTERRUPTION TO,AND X FABRICATION!INSPECTION 8 1.4. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND COORDINATE WITH,THE WORK IN PROGRESS.IT iS THE CONTRACTOR'S RESPONSIBIUTY TO COORDINATE THE Q THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED.IT IS EXPECTED WORK SCHEDULE WITH THE TESTING AGENCY.THE CONTRACTOR FABRICATOR CERTIFIED WELD INSPECTION CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND �+ NN� THAT EACH PARTY WI.I.BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT ACCESS FOR THE TESTING AGENCY TO PERFORM THEIR DUTIES. X MATERIAL TEST REPORT(ITR) 't'I F.. • KNOWN,CONTACT YOUR CROWN CASTLE POINT OF CONTACT(POC). 9.5. THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SERVICES AND O›-O 1.5. REFER TO ENG-SOW-10007:MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. INSPECT THE FOLLOWING ITEMS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.THE TESTING AGENCY NA FABRICATOR E INSPECTION 1L Z "/1 ce J SHALL INSPECT ITEMS ON THIS UST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY.THENA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRE)) 2. MI INSPECTOR TESTING AGENCY SHALL UTILIZE EXPERIENCED,TRNNED INSPECTORS INCLUDING AWS CERTIFIED WELDING •Q 0 2.1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE DC AS SOON AS RECEIVING A PO FOR THE MI TO,ATA MINIMUM: INSPECTORS(OWI).INSPECTORS SHALL HAVE THE TRAINING.CREDENTIALS,AND EXPERIENCE APPROPRIATE FOR X PACKING SLIPS 1 d. Q 2.1.1. REVIEW THE REQUIREMENTS O THE MI CHECKLIST. AND COMMENSURATE WITH TIE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED. ADDITIONAL TESTING AND INSPECTIONS: ? 2.1.2. WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INt2UDNNG FOUNDATION 9.8. GENERAL — v U U INSPECTIONS. 9.8.1. PERFORM PERIODIC ON-SITE OBSERVATION,INSPECTION.VERIFICATION,AND TESTING DURING THE TiME THE D 0$ Q Z2.1.3. THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING AU.GC INSPECTION AND TEST REPORTS,REVIEWING THE CONTRACTOR IS WORKING ON-SITE.AGENCY SHALL NOTIFY CROWN CASTLE AND THE EOR IMMEDIATELY WHEN CONSTRUCTION V_ Z: DOCUMENTS FOR ADHERENCE TO THE CONTRACT 000JMENTS,CONDUCTING THE INFIELD INSPECTIONS,AND FIELD PROBLEMS OR DISCREPANCIES OCCUR. O h w SUBMITTING THE MI REPORT TO CROWN CASTLE. 9.7. FOUNDATIONS AND SOL PREPARATION-(NOT REQUIRED) X CONSTRUCTION INSPECTIONS S 9.8. CONCRETE TESTING PER ACI-NT REQUIRED) NA FOUNDATION INSPECTIONS 3: GENERAL CONTRACTOR 9.9. STRUCTURAL STEEL 3.1. THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION 9,9.1, CHECK STEEL ON THE JOB WITH THE PLANS. NA CONCRETE COMP.STRENGTH AND SLUMP TESTS O m. V IX INSTALLATION OR TURNKEY PROJECT TO,AT A MINIMUM: 9.9.2. CHECK MILL CERTIFICATIONS.CALL FOR LABORATORY TEST REPORTS WHEN MILL CERTIFICATION IS IN NA POST INSTALLED ANCHOR ROD VERIFICATION ,3 3.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. QUESTION. 8.12. WORK WITH THEM INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING 9.9.3. CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS. NA BASE PLATE GROUT VERIFICATIONth N FOUNDATION INSPECTIONS. 9.9.4. INSPECT ALL STRUCTURAL BOLTS SHALL BE FELO INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC NA CONTRACTOR'S CERTIFIED WELD INSPECTION N k to 3.1.3. BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS. 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS,DEC.31,2009. 0 a 3.1A. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE 9.9.5. INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. NA EARTHWORK:PROVIDE PHOTO DOCUMENTATION OF EXCAVATION N g REQUIREMENTS OF THE MI CHECKLIST AND ENGSOW-10007. 9.9.6. CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. QUALITY AND COMPACTION 9.9.7. CHECK FOR SURFACE FINISH SPECIFIED.GALVANIZED. X ON SITE COLD GALVANIZING VERIFICATION 4. 4.1.RE 1I��1p�E THE FOLLA 'g RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND 9.9.9. PRIOR TO ANNY FIELD BOLTS HCUTTING THE CONTRACTORVE BEEN TIGHTENED SHLL MARK HE CUTOUT LINES ON THE STEEL AND THE ERLY. I GUY WERE TENSION REPORT EFFECTIVENESS OF DEL VERNG AN MI REPORT: INSPECTIONITESTING AGENCY SHALL VERIFY PROPOSED LAYOUT,LOCATION,AND DIMENSIONS.THE X GC AS BU11LT DOCUMENTS 4.1.1. IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NTiCE,PREFERABLE 10,TO THEM INSPECTIONITESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. MICROPI.EIROCK ANCHOR INSTALLERS DRILUNG AND INSTALLATION Ce INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO SE CONDUCTED. 9.10. WELDING: NA LOGS AND QA/QC DOCUMENTS 4.12. THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. 9.10.1. VERIFY FIELD WELDING PROCEDURES,WELDERS.AND WELDING OPERATORS,NOT DEEMED PREQUALIFIED,IN ADDITIONAL TESTING AND INSPECTIONS: 4.1.3. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY ACCORDANCE WITH AWS 01.1. — _. GUY WIRE TENSIONNG OR RETENSONING OPERATIONS. 9.10.2. INSPECT FIELD WELDED COi�NECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED ANO WITH AWS C 4.1.4. R MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION DM. POST-CONSTRUCTION INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S)TO COMMENCE WITH ONE SITE VISIT. 9.10.3. APPROVE FIELD WELDING SEQUENCE. CO 4.1.5. WHEN POSSIBLE,RIS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DU RNG THE MI TO HAVE ANY 9.10.4. A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO CROWN CASTLE BEFORE WELDING X MI INSPECTOR REDLINE OR RECORD DRAWING(S) LU DEFICIENCIES CORRECTED DURING THE INITIAL MI.THEREFORE,THE GC MAY CHOOSE TO COORDINATE THE MI BEGINS.NO CHANGE IN APPROVED SEQUENCES MAY BE MADE WITHOUT PERMISSION FROM CROWN CASTLE. NA POST INSTALLED ANCHOR ROD TARGET TENSION LOAD TESTINGZ CAREFULLY TO ENSURE ALL CONSTRUCTION FACIJTIES ARE AT THEIR DISPOSAL WHEN THE M INSPECTOR IS 9.10.5. INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: 0 A. ON SITE. 9.10.5.1. INSPECT WELDING EQUIPMENT FOR CAPACITY.MAINTENANCE,AND WORKING CONDITIONS. NA REFER TO MICROPILEIROCK ANCHOR NOTES FOR SPECIAL INSPECTION ` 9.10.6.2. VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR CONFORMANCE TO AND TESTING REQUIREMENTS. I` O O 5. CANCELLATION OR DELAYS IN SCHEDULED MI SPECIFICATIONS. X PHOTOGRAPHS Z 5.1. IF THE GC ANO MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY 9.10.5.3. INSPECT PREHEATING AND INTERPAB TEMPERATURES FOR CONFORMANCE WITH AWS D1.1. (9 O CANCELS OR DELAYS,CROWN CASTLE SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS T DEPOSITS 9.10.5.4. VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE REQUIREANTS OF AWS ADDITIONAL TESTING ANO INSPECTIONS:FACT CTIA INSPECTION PER CROWN CASTLE DOC OPS-SOW-10127. — Z ..�.� W 2 AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME D1.1.OTHER TESTS MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR INSTALL CONCEALMENT REINFORCING PER CROWN CASTLE DOC OPS-SOW-10127 AND OPS-PRC-10127. „.„�J s (E.G.TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ON-SITE,ETC.).IF CROWN CASTLE CONTRACTS THEM TO PERFORM THEIR DUTIES FOR THIS PROJECT. NOTE X DENOTES A NEEDED FOR THE PMI REPORT rZ� cQ 0 cQ DIRECTLY FOR A THIRD PARTY MI,EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS 9.10,5.5. SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE. NA DENOTES A TE A DOCUMENT'THAT IS NOT REQUIRED FOR THE PMI REPORT v/ G C co CAUSED BY WEATHER OR OTHER CONCIMONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. 9,10,5.6. INSPECT FOR SIZE,SPACING,TYPE AND LOCATION AS PER APPROVED DRAWINGS. 8106.7. VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS. 6. ce W CORRECTION OF FpAILING M�3 9.10.6.8. REVIEW THE REPORTS BY TESTING LABS. • ' 61. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI('FAILED MI")THE GC SHALL WORK WITH CROWN CASTLE TO 9.10.5.9. CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: 9.10.5.10.INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. I— LL 8.1.1. CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORGNAL CONTRACT 9.10.5.11.CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY REPAIRED. ,, " CI DOCUMENTS AND COORDINATE A SUPPLEMENT MI. 9.11. REPORTS: N. Q B t.2. �ICATI INNTH CROWN FORCEM SING THE AS-BUILT CONDITE'S APPROVAL THE GC MAY WORK�THE EOR TO R&ANALYZE THE 9.11.1.9.11.2. THOE INSPETION PLAN OUTLINED HEREN IS INTENDED ASLE AND PERIODICALLY SUBMIT DALY INSPECTION SAA DESCRIIPTION OF GENERALORTS TO CROWN E ANO SPECIFIC ITEMS OF 14') M CONCERN.ITIS NOT INTENDED TO BE ALL-INCLUSIVE.ITDOES NOT LIMIT THE TESTING AND INSPECTION0) 7. J4I VERIFICATION INSPECTIONS AGENCY TO THE ITEMS LISTED.ADDITIONAL.TESTING,INSPECTION,AND CHECKING MAY BE REQUIRED AND 0 7.1. N CASTLE RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND SHOULD BE ANTICIPATED.THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL JUDGMENT MD COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTiON(S)ON TOWER MODIFICATION PROJECTS. KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTORS PERFORMANCE TO DECIDE WHAT OTHER CO 7.2. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE ITEMS REQUIRE ADDITIONAL ATTENTION.THE TESTING AGENCY'S JUDGMENT MUST PREVAIL ON ITEMS NOT it ' CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG-SOW-10907. SPECIFICALLY COVERED.ANY DISCREPANCIES OR PROBLEMS SHALL BE BROUGHT IMMEDIATELY TO CROWN 7.3. VERIFICATION INSPECTION MAY BE CONDUCiED BY AN INDEPENDENT AEWAESV FIRM AFTER A MODIFICATION CASTLE'S ATTENTION.RESOLUTIONS ARE NOT TO BE MADE WITHOUT CROWN CASTLE'S REVIEW AND SPECIFIC PROJECT IS COMPLETED,AS MARKED BY THE DATE OF AN ACCEPTED`PASSING MI"OR'PASS AS NOTED MI'REPORT WRITTEN CONSENT.CROWN CASTLE RESERVES THE RIGHT TO DETERMINE WHETHER OR NOTA RESOLUTION IS CO FOR THE ORIGINAL PROJECT. ACCEPTABLE. CO 9.11.8. AFTER EACH INSPECTION,THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REACTION WHICH 8. PHOTOGRAPHS WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO CROWN CASTLE.THiS WRITTEN ACTION U C T!!R q� 8.1. BETWEEN THE GC AND THE M INSPECTOR THE FOLLOWING PHOTOGRAPHS,ATA MN IMIM,ARE TO BE TAKEN AND WILL GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED,PRIOR TO CONTINUING CONSTRUCTION, 0 R PROJECT Na 37617.3264.002.7100 INCLUDED IN THE MI REPORT: AND/OR LOADING OF STRUCTURAL ITEMS �p PROF 8.1.1. PRECONSTRUCTION GENERAL SITE CONDITION 9.11.4. THE TESTING AGENCY DOES NOT REUEVE THE CONTRACTOR'S CONTRACTUAL.OR STATUTORY OBUGATIONS. tyR F DRAWN BY: D.C. 8.1.2. PHOTOGRAPHS 8.1.3. RAW MATERIALS THE REINFORCEMENT MODIFICATION CON3TRUCTNON/EECTION AND INSPECTION THE CONTRACTOR HAS THE SOLEDOCUMENTS.THE TESTING AGENCY NOT REPLACE THE CONTRACTORS QUSPONSIBILITY FOR ANY DEVIATIONS FROM UHE ALITY OFFICIAL CONTRO PERSONNEL.L 0 X61 N F'V /Oy DESIGNED BY: J.W.M. 8.1,4. PHOTOS OF ALL CRITICAL DETAILS _4!" •89 567 P E 7, 8.1.5. FOUNDATION MODIFICATIONS CHECKED BY: S KA' 8.1.8.. WELD PREPARATION DATE 12-19-2017 8.1.7. BOLT INSTALLATION AND TORQUE A*/k1r'' 8.1.8. FINAL INSTALLED CONDITION ' 8.190. POST CONSTRUCTION PHOTOGRAPHS et k 18.2° A 8.1.11. FINAL INFIELD CONDITION 4/. SURFACE COATING REPAIR MI CHECKLIST 1 8.1.12. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. qp MO K Oa 8.1.13. THIS IS NOTA COMPLETE UST OF REQUIRED PHOTOS,PLEASE REFER TO ENG-EDW-10007. Expires: rS.4 3040 o0 DEc 212017 M I-1 N qI REV f DATE f DESCRIPTION MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT(REV.3,02/0512016) 5. CAST-IN-PLACE CONCRETE-(NOT NQUIRED) 0Com 2017,by Pad d Ford and Cooky, • All Rights Reserved.This dement end 1. GENERAL NOTES 6. EPDXY GROUTED REINFORCING ANCHOR RODS•(NOT REQUIRE)), the data contal.ed harein,is proprietary 1.1. THE MO STRUCTURE IN ITS EXISTING CONDITION DOES NOT HAVE THE STRUCTURAL CAPACITY TO CARRY ALL OF THE PROPOSED AND EXISTING LOADS FROM THE to Paul J.Ford and Company,issued in ATTACHED STRUCTURAL MODIFICATION REPORT AT THE REQUIRED MINIMUM WIND SPEEDS.DO NOT INSTALL ANY NEW LOADS UNTIL THE MONOPOLE REINFORCING 7. TOUCH UP OF GALVANIZING strict confidence and shaft not.without the SYSTEM IS COMPLETELY AND SUCCESSFULLY INSTALLED. 7.1. THE CONTRACT•R SHALL TOUCH UP ANY ANO ALL AREAS OF GALVANIZING ON THE EXISTING STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED prior mitten peanisatan of Pad J.Fad 12. THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY CROWN CASTLE.TIE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY THE ENGINEER DURING CONSTRUCTION.GALVANIZED SURFACES DURING - je.: A ON OR ERECTION ANO ASSEMBLY AS WELL AS ANY AND ALL AB FIELD : and Company,be reproduced,copied or OF RECORD(EOR)FOR ACCURACY AND THEREFORE DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD BE ANTICIPATED.PRIOR TO DRILLING,AND ALL FIELD WILOING S,IAU.BE TTOUCH r CO. OF -C C•,'GALVANIZING COMPOUND.FILM TWOS ES$PER COAT S�L Be 3.0 used for any pt poee other then the FABRICATION AND INSTALLATION CONTRACTOR SHALL VERIFY ALL LENGTHS AND QUANTITIES GIVEN.LENGTH NO QUANTITIES PROVIDED ARE FOR QUOTING PURPOSES MILS:DRY 1.5 MILS.APPLY gum MANUFACTURER)RE • „ :� a PPP • ' = C•, ACT ZI C AT 1-800.831-3276 FOR PRODUCT U*ORMATTON. Intended use is this specific pw(ect. ONLY AND SHALL NOT BE USED FOR FABRICATION.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ORAWINGS APO THEIR FIELD VERIFED CONDITIONS AND 7.2. CONTRACTOR SHALL CLEAN ANO PREPARE ALL FIELD WEIRS• GALVA.MM 0 PRIME PAINTED SURFACES FOR TOUCH-UP COATING IN ACCORDANCE WITH AWS 01.1. DIMENSIONS BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL OISREPANCIES TO THE EOR ANO CROWN CASTLE CROWN CASTLE'S TESTING AGENCY SHALL VERIFY THE PREPARED SURFACE PRIOR TO APPUCATION OF THE TOUCH-UP COATING. to BEFORE PROCEEDING WITH THE WORK.ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GENERAL CONTRACTOR AND/OR 7.3. CROWN CASTLE'S TESTING AGENCY SHALL TEST ANO VERIFY THE COATING THICKNESS AFTER TRE CONTRACTOR HAS APPLIED THE IRC COLD GALVANIZING COMPOUND L.Lal H THE FABRICATOR AND IT HAS SUFFICIENTLY DRIED:AREAS FOUND TO BE ADEQUATELY COATED,SHALL BE RE-COATED BY THE CONTRACTOR APD RE-TESTED BY THE TESTING AGENCY. 0 N 1 1.3. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES,THE BETTER QUALITY dig v.) °D • AND/OR GREATER QUANTITY.STRENGTH OR SIZE INDICATED,SPECIFIED OR NOTED SHALL BE PROVIDED. 8. HOT-01P GALVANL G -a 1.4. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF TIE REINFORCING REPAIR SYSTEM HAS BEEN SUCCESSFULLY 8.1. .HOT-DI-G&VANtile ALL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES,BOLTS,WASHERS,ETC.PER ASTM A123 OR PER ASTM A163,AS APPROPRIATE. 0>"O • i COMPLETED.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE SAFETY ANO STABILITY OF THE MONOPOLE ANO ITS COMPONENT PARTS DURING FIELD 8.2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING.DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES WITH EOR APPROVAL OF LOCATIONS. a CO MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIAITEO TO,THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TE DOWNS THAT MAYBE NECESSARY.SUCH 8.3. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED ANO PRIOR TO MELD INSTALLATION. Z u; UJ MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 9 PER U IV$eECT)ON AND NAINTENANCE BY THE OWNER a•a 1 1 < Q 1.5. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING PLANS,CLIMBING PLANS,ANO RESCUE PLANS SHALL BE THE P CiONT'RA RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSUASSE A10.48(LATEST 9.1. -THE CTR HA S SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MONOPOLE REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BYI EDITION);FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED 70111ECONSTRUCTION ACTIVATES BEING CROWN CASTLE,CROWN CASTLE WILL BE RESPONSIBLE FOR THE LONG TERM ANO PERPETUAL INSPECTION AND MAINTENANCE OF THE POLE AND REINFORCING SYSTEM. ' J 2 V U PERFORMED.ALL RIGGING PLANS SHALL ADHERE TO ANSUA3SE A10.48(LATEST EDITION)AND CROWN STANDARD CED-STD-1 0253 INCLUDING THE REQUIRED INVOLVEMENT 9.2. ANY FIELD WELDED CONNECTIONS ARE SUBJECT TO CORROSION DAMAGE ANO DETERIORATION W THEY ARE NOT PROPERLY MAINTAINED AND COVERED WITH OF A QU AUFIEO ENGINEER FOR CLASS IV CONSTRUCTION TO CERTIFY THE SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH THE ANSITIA-322(LATEST EDITION). CORROSION PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING COMPOUND SPECIFIED PREVIOUSLY.THE STRUCTURAL LOAD CARRYING CAPACITY OF THE U z 1.8. OBSERVATION VISITS 10 THE SITE BY CROWN CASTLE AND/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF TIE PROTECTIVE MEASURES OR THE CONSTRUCTION REINFORCED POLE SYSTEM IS DEPENDENT UPON THE INSTALLED SIZE APO QUALITY,MAINTAINED SOUND CONOITION ANO STRENGTH OF THESEUFIELD WELDED .6 E Z PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OF ACHIEVING GENERAL CONFORMANCE WITH CONNECTIONS.ANYCORROSION• • TO.FATIGUE,FRACTUiRE,AND/OR D CHLORO N OF THESE 8 /OR THE �P(C�AI URE E� RAI v 2 TIE CONTRACT DOCUMENTS.THEY DO NOT GUARANTEE TIE CONTRACTORS PERFORMANCE ANO SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. S U, •THE WELDED COM-• . S WILL SILT IN SS OF I.L CAWING CAP F .1'= 0 Copydiht 2011.by Ped d Fond and Company. SHAFT SECTION DATA A8 um Rights Reserved.TNs docent and PRIOR TO FABRICATION AND INSTALLATION,CONTRACTOR SHALL FIELD to Paul J.Fond and Comm.Issued In X18 a candied Ms*"'xo proprietary SHAFT SECTION PLATE LAP DIAMETER ACROSS FLATS(IN) POLE POLE adiat confidence and without MaVERIFY ALL LENGTHS AND QUANTITIES GIVEN.LENGTH AND LENGTH THICKNESS SPLICE GRADE SECTION QUANTITIES PROVIDED ARE FOR QUOTING PURPOSES ONLY,AND (FT) (IN) �) E'JZTOP E�BOTroM pw) SHAPE end ;duced,copied or 1 8T-8"TOP OF POLE _ —� _�� 1 12.50 0.8280 4.500 4.500 35 ROUND used for „ SHALL NOT BE USED FOR FABRICATION. anYNe►IhanBre 65's'GL ANTENNA 142 35.00 0.3750 30.000 30.000 52 ROUND Intended use for this sped:project. 3 40.00 0.3750 30.000 30.000 52 ROUND 83'CJL ANTENNA I I t i ' I I\t NOTE:DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES 0 40 Exi Lil c WV CA.ANTENNA _ 1\ 00 ©O' © $ J W 7W BULKHEAD __ ___Li___ TOWER MODIFICATION SCHEDULE ' 0>•61. et% �' II I I ELEVATION TOWER MODIFICATION DESCRIPTION REFERENCE SHEETS Um Zai J _ Q } < Z 75'TOP OF BASE POLE�� -t�-`�7 __ ___ �_ 0A 75'TO 87'-0" REiNOVE EXISTIN SHROUDS ENT SPBiE NdD SA 'a = 73'4"TOP OF_ C , EXISTING ® 75'TO 87.6' INSTALL NEW CONCEALMENT SPINE t-2 TO S•5 eea g a� $� y U CONCEALMENT INSTALL NEW COI4CEA AIEN BULKHEADS AND O$ ti Q 73'4"TO 8T-8 SHROUDS 8.2 TO S-5 4 V m 2 ' OO 73'3'TOerr PAINT MODIFICATIONS TO MATCHEXISTINGPOLE S-1 as CIS.N...m 2 -4ifi INSTALL NEW CONCEALMENT REINFORCING o a I UE 1s'$'TO 87'4" SOLUTION PER CROWN CASTLE 00C 8-1 OPS-PRC-10127 et`11:* V1 of aX a� 1. EXISTING CONCEALMENT TO BE REMOVED AND REPLACED WITH U N a THE NEW CONCEALMENT. 2. NEW CONCEALMENT IS TO BE BOLTED TO TOP FLANGE OF LV EXISTING BASE POLE. CONTRACTOR SHALL VERIFY EXISTING Ce 51'-3'_._.._.-_______.—..__... CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. Q 3. CONTRACTOR SHALL SEND PAUL J.FORD&COMPANY THE Cr FABRICATION DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURING. CO W z 4. CONTRACTOR TO COORDINATE EQUIPMENT SHUT DOWN AND 0 Z a CONCEALMENT REMOVAL WITH CROWN CASTLE PROJECT PM AND i"--- Z z CARRIERS. CONTRACTOR TO PROVIDE SCHEDULE THAT 0 0 p MINIMIZES DOWN TIME FOR CUSTOMER SYSTEMS. TEMPORARY Z -1 L m POLES OR COWS MAY BE REQUIRED DURING THE INSTALLATION = Q 0 o OF THE NEW CONCEALMENT AND MODIFICATIONS. CO2 o (49 W H • w ifs 0 n g 0) ti C0 (INSTALLED) (PROPOSED) - 4$ (8)l-5I8'TO 84 FT LEVEL (3)1-7/18'To 83 FT LEVEL \ m (NOT INSTALLED) (1)3181-0 70 FT LEVEL Cal RU C TURA (2)3/4'TO 70 FT LEVEL 619 PROJECT Na 375173254.002.7700. (INSTALLED) ¢ep PROPe (3)114*TO70FTLEVET Or`S45 31NS 4 /O, DRAWN BY: D.C. (4)1I2'TO 70 FT LEVEL (8)718'TO 70 FT LEVEL 4� 9� DESIGNED BY: J.W.M. 89567P CHECKED BY: lar; (NOT INSTALLED) DATE 12-19-2017 (1)v4'TO 84 FT LEVEL /a - ON 0 (1)3I'TO84FTLEVEL .yO ONb ___.______.________�._ (2)518'ro 64 FT LEVEL d k 1a,2 MONOPOLE *Ng "= (INSTALLED) �P/,9a ��O° (8)70*TO 84 FT LEVEL K KE PROFILE ''O BASE LEVEL DRAWING 34' 1 POLE ELEVATION 0 OEE 21 ,E S-1 4 REV DATE 'I DESCRIPTION • 0copyright 2o17.byPat 1.FordmdCatpony; AU Rights Reserved This docren nt end NEW CONCEALMENT ANTENNA the to Pard contained onte n and Company, SHROUD(ROUND) EYP) Issued in • OW confidence and shall not,without the ' prla written pemdssion of Paid J.Ford and Company be reproduced,copied or used fix any purpose other than the Intended use for this specific project •• 'TWE(TYP) oc • 6q J in m _8T,8'_ _ C��$"5 V♦ W TOP PLATE —� •Q Q NEW CONCEALMENT d. NEW BULKHEAD SPINE ,� (3 U U ' PLATE BH1 • , M85 8• W o ANTENNA NEW CONCEALMENT U O GL ANTENNAS { 49) (1YP) • SHROUD(ROUND) O�ir o8 y m •; ' /N NEW ANTENNA CONCEALMENT C fyP) ' DIAMETER NOTTOEXCEEO7ee. .- ., m •• O � r COLOR OF SHALL .. '� at N MATCH EXISTING POLE. W to CONTRACTOR TOCOMPLETE SITE 53 to '�' I 0 VISIT TO CONFIRM EXISTING . TME(TYP) N G. ♦ ) u8 CR.ANiENNAs - COLOR.CONTRACTOR SHALL 1�,�,/ eq PROVIDE A COLOR SAMPLE TO THE • CROWN CASE PM ORCM FOR SECTION 4E, . APPROVAL PRIOR TO FABRICATION. • • (PROPOSED ANTENNA FI) W _ • 80'-8' • • NEW CONCEALMENT Q CA ANTENNA _.fir. 49) . ..-.. , ' • SPINE _�___._ NEW CONCEALMENT 0 SHROUD(ROUNO) ANTENNA . . CO -76ULKHEA'P-- = 9—F = PP) . Z. "• J NN..._. O NEW BULKHEAD zo EXISTING BASE WELI>I1aENT SWI 0 z FLANGE PLATE ■"..I • — —NEW CONGEALMENT •••••,,, J 0 tG • (ASTMA53GRB) SECTION Q cn 2 cart, roi 0 / \ Li- 1 (PROPOSED ANTENNA FIT) (2-7 W • 750" I INEW —�� NEW BOLTED BRACKET ANTENNA SPINE CONCEALMENT LL • 1 I 881 AND BB2 (TYP) ` . , .. • w u. • ® r._— 1.--r. — (n 2l 1_ 73'3' IIMI__ __ _ .' • N- C-- _—p 11 0 : .,... .,.. ..,. 4* . • EXISTING •I 7" L—.1 - ' BRACKET 1 EXISTING CO CON EXISTING BASE �' �TO i REMAIN FROM 51'-3'TO • POLE SHAFT I 73'3' SECTION 4 • . SIfLUCTUR�4 PROJECT No; 375173254.002.7700. • (PROPOSED ANTENNA FIT)Mgr i3 PROFF DRAWN BY: D.C1 q5 �s DESIGNEOBY: J.W.M: fidf GINE'41 'O' CHECKED BY: SO: Antenna Nominal Actual 89567PE r DATE: 12-19.2017 Antenna Model QUANTITY Centerline Height,in Depth,In Width,in Coax Model QUANTITY Elevation,ft Diameter,in Diameter,in PARTIAL ELEVATION 0 DHHTr6583XR 3 Eleveon,ft 72.1 7.1 11.9 TYPE 2(1-7/16) 3 83 17/16 • 1,44 R• =eN CONCEALMENT • OPTIC FIBER JUNCTION CYLINDER 3 85.5 11.22 3.15 3.15 NOTE:COAX LAYOUT AND FIT IS THEORETICAL. ACTUAL LAYOUT AND ''O� c,f ' ELEVATION �RRH C2ACw/EXT FILTER ER 33 883 5.5 123 7 6 73 15.75 FIT MAY VARY PENDING EXISTING CONDITIONS. �,9NK18. g. • • DETAILS R RRH-88 3 83 22.98 9.09 15.04 Expires: l44 RRH-P4 3 80.5 23.81 8.96 13.78 • �� /P Sr� ; NOTE:ALL ANTENNA DIMENSIONS HAVE BEEN PROVIDED BY CROWN CASTLE. A 4"SPACING DCRs,AMI�� ti BETWEEN THE SPINE AND ANTENNA HAS BEEN ASSUMED. DEC.2�■r /,V g. (REV I OATE I DESCRIPTION I 0Copydght 2017,byPaulJ.Ford and Company, AO Rlghis Reserved.This document and (4)314'a BOLTS EQUALLY Me dale contained heroin.Is propriellaty to Panel J.Ford and Company.Issued In SPACED ON 12'*B.C. (FIELD VERIFY).TIGHTEN strict coprior nfidence end shalltten permission f not,w. on FLANGE PLATE MK-FP1 • BOLTS PER AISC`URN Peul J' Company.be reproduced,copied or OF THE NUT'METHOD. purpose other then the • . Intended uused for se for this specific project. . NEW tl2'a A193 GRADE 87 INS EALLED THROUGH CONGEALMENT SPINE WITH NEW CONCEALMENT NEW CONCEALMENT DOUBLE HEAVY HEX NUTON EACH ENO. FLANGE STIFFENER SPINE 114 p E W N SPINE TIGHTEN TO SNUG TIGHT CONDRION FIELD MK-FSI(TYP) /, G' . G '' +n DRILL 6E'o HOLE IN EXISTING SPINE. 7, /f/ a $ ro • * OC� O O oO ;� FFLANGE B R O�'0 �, NEW ///moi'.:, iL,Q4. O NOTE:SHROUD NOT PROVIDE AT LEAT 112" , e<E t < Q ? SHOWNT FOR CLARITY4/ SPINE BELOW STIFFENER 114 TO ALLOW FOR O ON CUMSTIFFENER N FULL \ 0 r CIRCUMFERENTIAL WELD ■ re • �!� Z © il NEW CONCEALMENT V H Q NEW BULKHEAf l 0 RANGE PLATE FP1 ' as pt..`r § 73 WELDMENTBWI SECTION FLANGE CONNECTION Io* o '1 0 �r Nff I410IIPI°l°11°ll° 11 '"li"IIIIIIIIIII a ' L . a 1 , O 01 • • w • NEW 1/2's A326 BOLT. • . TIGHTEN SNUG TIGHT _1/2' f _1" Ce _ Ce SECTION (TTP) 1_ II EL 79 MEY a cn w O CL 0 F— z 0 00 - w NEW CONCEALMENT C f: �� 4112" _ �, �"1 O . SF#tOUO n rc- (4REQUIRED) y"3SKSI) FLANGE STIFFENER MKFS1 Cw LI- 0 L CD NEW BULKHEAD PLATE BH1 • i W m . PROJECT Na 376173264.002.7700 NEW CONCEALMENT SPINE. 4$1252�p PROp DRAWN BY: D.C. SEE MEET S-2 FOR SIZE. X43 )N� FSS/ OESIGNEO BY: J.W.M. 4, 0F4) qy CHECKED BY: 73 KK r ft 89567P DATE: 12.192017 '% 0 . GON CONCEALMENT SECTION 4 416. '."I! 18.2°oow SECTIONS ® KKERM Expires:0ci 08116 P DEC21 .2017 S-3 VI q J REV I DATE I DESCRIPTION 0Capyiipht 2017,by Pouf Jt Font and Company, Ad Ruta Reserved This documerd and' - (e)0.50511 HEX HOLE TO Bre data contained herein.is proprietary • INSTALL 5116%18 to Paul J.fwd and Coapany,issued in AEHS-518.312 HEX RIVET NUT stdcl confidence and not,*bout etre (EQUALLY SPACED) — � prior written permission of Paul J.Pard and Company,be reproduced,copied or used fforany purpose Attrition the 1/4"RING • __o.� - . Intended use fw6da sped project. � PLATE(A36) J - 11!4 W i 0.605"e HEX HOLE TO INSTALL IHEX (P) O N i in RIVET NUT(TYP IN 35/1 tie AEHS-518-31AANGLES) I ; 1- 8'-5 5/re MAX INCLUDING tz .1 gO (n"RING PLATE T ° •--- N.Q a t �/Q z/ J 11 1MO NEW HEX RIVET 518'.11OLE p__-.. a �r./ U aw NUT(TYP) (TYP 4 LOCATIONS) 5, *Q$ Q fita5/8"e HOLE ��- �/` (TYP 2 LOCATIONS)a. 1r r NEW HSSUx0.375'PIPE xOW / (TYP) , .-; kl 1. LONG A500.42 u N 3" U 1 114' ) (TYP) tr+ rill rt 11/4"THK. a 1"MK p c ) W BULKHEAD PLATE MK-BH1 O o 0 (1 REQUIRED)(ASTM A36) �f. C 318 Z J 2 L2x2x3/16x2112 LONG • , ' .:1"' 'J 0 g (TYP 3 LOCATIONS) , "(TYP) Cr) j (4)13118^.HOLES EQUALLY SPACED ON * (� W Y THK x 1 Ye FLANGE 12"t B.C.(FIELD VERIFY) \li , PLATE(1.1).=10) I - LL- x .....", , ,,.,..‘: IA r 4'\, a) I I 00 co ' 1/2'THK x 2*x 9"LONG cX� PLATE(TYP 2 LOCATIONS) M CCI j PROJECT Na 375173254.002.7700 DRAWN BY: D.C. BULKHEAD WELDMENT MK-BW1 ��`,,tRSO DESIGNED BY: MN, (2 REQUIRED}(ASTM A38,UNLESS 4,0 tN c i a4 c9�O.c CHECKED BY: 8XK FLANGE PLATE MK-FP1 NOTED OTHERWISE) 89567pE DATE: 12-19.2017 (1 REQUIRED)(ASTM A36) R ON7 BULKHEAD A& Of,�s,�°ate DETAILS oEe a vT�c2 r� S-4 z-, 2 1 (f inQ 5 (REV L GATE DESCRIPTION Ford and Company, 0°REF 0°REF A l Rights RefB nei e document and. EXISTING CONCEALMENT SHROUD Bre data contained hetegr Is proprietary W PBW J.Ford turd Coppery,Iswed h M EXISTING BRACKET.ALIGN i�, tdfct confidence end shaft not w8hout die NEW BRACKETS WITH `� 5t8"a THREADEO ROD NEW 5f8 Y3 BOLT per wdMn Permission e1 Pau J.Ford FOR VALMONT RING TIGHTEN TO SNUG and Company.be reproduced,copied or EXISTING. used(many purpose other then the _ MOUNT(TYP.) TIGHT CONDITION(TYP.) intended use for Ns specific project. • NEW CONCEALMENT •© , SHROUD(ROUND) W omo Nilit* NeSij tif111 Y $ .1 s2No . (sit044,:1\1,77 N. lit, T. gagL Z.5:-: 1.1". Ill( i ',I' i ..:0 i EXISTING BASE POLE f ` 841 �7...... ..1 ‘,/ lay . •5 e } < i 11- AF 11,/' g 0 1 mci SNEweoLT� '�NEW BOLTEO BRACKETB81 �j #1111111111 II NW I BRACKET BB2 S , d erZS I`t$, 1QQ EXISTING BASE POLE :t . • ` 1i:cc.' O WNEW CONCEALMENT SHROUD DIAAETER ��• 60 EXISTING BULKHEAD NOT TO EXCEED 78'e.COLOR OF Oj CONCEALMENT SHALL MATCH EXISTING ALIGN NEW CONCEALMENT COLLAR �, '�OL POLE.CONTRACTOR TO COMPLETE SITEWITH BULIGEAD COLLAR. VISIT TO CONFIRM COLOR OF EXISTING CONTRACTORgµ VERIFY THE . U N . POLE PRIOR TO FABRICATION ANO AZIMITHS OF THE PROPOSED © NEW VALMONT RING . SECTION AIJA'T101'1 SECTION ilk ANTENNAS DETAIL MOUNT(PARTBLwRMj • (MOUNT ARM BRACKET) (MOUNT ARM BRACKET) Mgr ® LU • NEW BENT PLATE SHALL BE • . 31/2 ff, BENT TO MATCH NSIOE RADIUS • I 4' (TYP.) 1 OF NEW CONCEALMENT SHROUD ! ( ') C1 'If p CO d . -------_--- Z J • - - Q z o I- J w CD Z • { z J • = Q O i� r • 0 ¢5. � w TIGHTEN TO SNEW 5/tra NUG __ �� I ^ +� 4I0` CONTRACTOR TO FIELD F— LL • TIGHT CONDITION(TYP.) CI A• . • NEW i DRN L 3M'o HOLES O VALMONT #LWRM) LI 2 . MOUNT • ) • • milli r//?'' 3/4'e HOLE i • i• rfl rat I�t `r 1 J I (TYP•) I , I •) CO I NEW CONCEALMENT 011174 . Air i --__......._ i SHROUD(ROUND) NEW BOLTED -- - �- i •iiill u.-iizizzi:■ r • PROJECT Ms 37517.3284.002.7700 NEWBOLTEO .BRACKETBB1 i ^ _........_..._ ®_ n—.__. _ ..A - lo0 PR se '94> DRAWN BY: DC: BRACKET BB2 EXISTING B _ g , k, 0�y ��O FR �y • . DESIGNED BY: J.W.M. SECTION 4 to — _.©_ ® 89567PE CHECKED BY: SICK • MY io ` �.,.......,._....._ 4 318 r OATS 12192017, I 314"e HOLE I ,I ;� HS83 x 3 x 3f18 (1W) r __P -1 i HSS2 U2 x 21/2 x 114 ti0 OTs __ _ y. _ _. ..........__0......... I �,�4v. 18,2 0# CONCEALMENT 1 3/4`e HOLE_ r 9roK.I(IER�` BRACKET DETAILS 1. (TYP.) : aei(348 : BOLTED BRACKET MK -BB1 BOLTED BRACKET MK'•BB29 en , S-5 ti (8 REQUIRED)(TUBE Fy=48KS1)(PLATE Fy=501(81) (8REQUIRED)(TUBE Fy=48KSI)(PLATE Fy=50KSI) �� "' .GY / • 1 REV I_ DATE 1 OESCRIPTICN I