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Plans 1 1/ zon OFFICE COPY RECEIVE® - ,� ...., ■ SEP 2 3 2021 Ver�ZOn CITY OF TIGARD BUILDING DIVISION VERIZON SITE NAME: • PE(cm OFTIGARI ATC SITE: 413471 FOR CODE COMPL?ANCISAv SITE TYPE: SITE ADDRESS: 11355 SW TIGARD STREET I App ' ,I j �7 ADDRESS: TIGARD, OR 97223 AMERICAN CORPORATION TOWER TOWER HEIGHT: ©T�(SO'-0 1 I / + PCn+�L!ri U (pp'�00 { .. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE y� • FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. Address: 1 ! s`�" S C Y / 1455(A)AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION REMOVAL AND/OR REPLACEMENT OF INFINIGyg Suite TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE Y . Tv: Dates--If + �� UNDER CFR 1.61000(B)(7). FROM Z Ethe sso utt0'ons are endI less SITE INFORMATION SHEET INDEX • VICINITY MAP SITE PHOTO BELLEVUE,WA 98004 If.PROPERTY INFORMATION: SHEET DESCRIPTION s ;a�sy %{ 3 .y�r SITE ADDRESS: 11355 SW TIGARD STREET r, * �'-' TIGARD,OR 97223 T-1 TITLE SHEET * -.,fit VERIZON SITE: COUNTY: WASHINGTON T-2 SPECIFICATIONS&NOTES a .r ' ''r PECAN LATITUDE(NAD83): 45°26'12.6816"N(45.436856°) T-3 SPECIFICATIONS&NOTES LONGITUDE(NAD83): 122°4T 33.2016"W(-122.792556°) A-1 OVERALL SITE PLAN ATC SITE: GROUND ELEVATION(NAVD88):+213'AMSL JURISDICTION: CITY OF TIGARD A-2 ENLARGED SITE PLAN APN: 1S134DC00600;ACCOUNT#:R269916 A-3 TOWER ELEVATIONS 413471 ZONING: R-4.5 A-4 ANTENNA PLANS&RF SCHEDULES PECAN OR OCCUPANCY CLASSIFICATION: U A-5 ANTENNA PLANS&RF SCHEDULES LEGAL DESCRIPTION: SEE SHEET A-1 A-5.1 RF PLUMBING DIAGRAM CONSTRUCTION INFORMATION: A-6 EQUIPMENT DETAILS C 11355 SW TIGARD STREET AREA OF CONSTRUCTION: EXISTING A-7 EQUIPMENT DETAILS SITE TE TIGARD, OR 97223 TYPE OF CONSTRUCTION: V-B G-1 SCHEMATIC GROUNDING PLAN&NOTES , -7. .3 WASHINGTON-COUNTY PROPOSED USE: UNMANNED TELECOMMUNICATIONS G-2 GROUNDING DETAILS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR T 60'-0"SST HUMAN HABITATION.HANDICAPPED ACCESS NOT REQUIRED. I PROPERTY OWNER: NAME: TBD ADDRESS: TBD a DRAWINGS ISSUED FOR: CITY,STATE,ZIP: TBD .- ,t TOWER OPERATOR: rt ^ REV. DATE DRAWN DESCRIPTION OA/OC COMPANY: AMERICAN TOWER CORPORATION DRIVING DIRECTIONS A 06/15/21 MN PRELIMINARY REVIEW TT ADDRESS: 10 PRESIDENTIAL WAY CITY,STATE,ZIP: WOBURN,MA 01801 HEAD SOUTHEAST ON F,;;T 5 TOWARD SW GREENBURG RD 0.2 MI.TURN RIGHT ONTO SW GREENBURG RD 0.3 MI.TURN RIGHT ONTO SW TIEDEMAN AVE 0.3 0 oeros2l NL o0/CONSTRUCTION TT CONTACT: JANELLE RENNER(PROJECT MANAGER) MI.TURN RIGHT ONTO SW TIGARD ST,MAKE A RIGHT ONTO SW GALLO AVE.TURN LEFT ONTO SW SUZANNE CT.DRIVE UP HILL TO THE DRIVEWAY ON THE PHONE (360)600-6799 E-MAIL: janelle.renner@americantower.com LEFT TO THE TOWER APPLICANT: COMPANY: VERIZON ADDRESS: 3245 158TH AVE SE CITY,STATE,ZIP: BELLEVUE,WA 98006 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS CONTACT: RENA PEYTON AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY PROJECT DESCRIPTION 1 CODE COMPLIANCE PHONE: (253)219-4353 THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE E-MAIL: rena.peyton@verizonwireless.com J PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. J VERIZON PROPOSES TO MODIFY AN EXISTING UNMANNED ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN •ti j,;;y TELECOMMUNICATIONS FACILITY AS FOLLOWS: ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. :::)I'R' 1 TOWER SCOPE OF WORK: NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT PROJECT TEAM APPROVALS • INSTALL(3)ERICSSON AIR6449 PANEL ANTENNAS W/INTEGRATED RRU'S CONFORMING TO THE LATEST EDITIONS OF THESE CODES. /' lryp�a�..,• INSTALL(1)12X24 HYBRID CABLE LARCHITECTURAL&ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE • INSTALL(1)RCMDC-6627-PF-48 OVP 1. 2019 STRUCTURAL SPECIALITY CODE(OSSC) COMPANY: INFINIGY ENGINEERING,PLLC DOCUMENTS&AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH 2. 2019 MECHANICAL SPECIALITY CODE(OMSC) CONTACT: PAUL DANNEBERG CONSTRUCTION AS DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS GROUND SCOPE OF WORK: 3. 2019 FIRE CODE(OFC) E * Z' PHONE: (206)375-3798 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&ANY • INSTALL(1)RCMDC-6C27-PF-48 OVP 4. 2017 UNIFORM PLUMBING CODE(OPSC) .�*�� QW E-MAIL: pdanneberg@infinigy.com CHANGES OR MODIFICATIONS THEY MAY IMPOSE. 5. 2017 ELECTRICAL SPECIALITY CODE(OESC) 1k �v;¢j 'f A3 Q► 6. TIA-EIA-222-G OR LATEST APPROVAL: SIGNATURE: DATE: 7. N PA 780 L LIGHTNING EDITION N NG PRO ECTION CODE k. T oPt'1CR 3' t,,. SITE ACQUISITION: 8. LOCAL AMENDMENTS TO THE ABOVE,WHERE APPLICABLE ^� PROJECT MANAGER ../ COMPANY: INFINIGY SOLUTIONS,LLC 9. CITY/COUNTY ORDINANCES ��t1�DATE CONTACT: ANGELA RAYMOND SITE ACQUISITION 10. LIFE SAFETY CODE NFPA-101 PHONE: (509)998-9015 CONSTRUCTION MANAGER E-MAIL: araymond@infinigy.com SHEET FILE SITE OWNER DESIGN IS BASED ON:ATC APPLICATION ID 151529,REV.#0 RF ENGINEER RFDS VERSION N/A,DATED 03/15/2021 TITLE ATC PROJECT MANAGER: �� Q COMPANY: AMERICAN TOWER CORPORATION DEVELOPMENT MANAGER THESEMAPLANSED HAVE BEEN DEVELOPED FOR THE EDIOR AN SHEET Z UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY ADDRESS: 19100 VON KARMAN,SUITE 200 0 CONSTRUCTION MANAGER CITY,STATE,ZIP: IRVINE,CA 92612 N VERIZON IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK, -...10,-„„, CONTACT: > OPS MANAGER INCORPORATED IN THE PLANS BY INFINIGY.THESE PLANS ARE NOT FOR SHEET NUMBER: REVISION: (360)JANELLE RENNER REGULATORY REVIEW CONSTRUCTION UNLESS STAMPED&SIGNED,&ACCOMPANIED BY A Know what's below. O PHONE: PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND `-MAIL: janelle.renner@americantower.com Call before you dig. J PROJECT MANAGER i AMOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER. I ` J THIS DOCUMENT INCORPORATED PROFESSIONAL v FR.Y - `,� '' -- DCC E AND THE IDEAS AND DESIGNS IN�ORPORA.ED HEREIN,AS AN INSTRUMENT OF PROFE..,.ICNA�..ERVICE ARE THE PROPER �, �NF,NIGY�\ l� ,. .;1tiIJ ARE NOT TO �E�.N Wu.. INPAR �'�R OTHER PRCJ�' J�f �„ -. :N A.. ,/G'ZA SON or�NF:N'.Y ENGINEERING t �BE� ��.:OR h i. '_`N�' .0 ,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT C _- E DRAWINGS WITHO IT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. y A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED �\ARCHITECTS DOCUMENT A201"GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING(SERIES B66)BY SHERWIN THE CONTRACT FOR CONSTRUCTION"ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE,USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS.ALL UNLESS SPECIFICALLY NOTED OTHERWISE BY VERIZON. WILLIAMS CO.1MIL DFT PER COAT APPLIED IN TWO THESE SPECIFICATIONS AS IF COMPLETELY HIS OR HER BEST SKILL AND ATTENTION.THE CONSTRUCTION SETS SHALL REFLECT THE SAME NII CONTRACTOR SHALL BE HELD RESONSIBLE FORSHALL ALSO MAIN 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND COATS OVER DTM BONDING PRIMER(B66A50). REPRODUCED HEREIN. CONSTRUCTION MEANS,METHODSP TECHNIQUES,ALL IN GOOD CONDITION,ONINFORMATION.THE E COMPCTOLETE SET OF PLANSTAIN verizon APPLY ALL FINISHES PER LATEST EDITION OF 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A-100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL WITH ALL REVISIONS,ADDENDA AND CHANGE ORDERS MANUFACTURER'S SPECIFICATIONS. (SERIES A-82)BY SHERWIN WILLIAMS CO.1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES.THESE ARE TO BE COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION 3. COMPLY WITH MANUFACTURER'S WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT. INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT&PRIMER 3. PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS QUALITY OF THE TRADE INVOLVED,AND SHALL MEET OR BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS,EXCEPT FOR THAT CONDITIONS. PRIMER-KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING OR TOPCOAT-COROTHANE II B65W200/B60V22 DESIGNED HEREIN,AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT AMERICAN TOWER SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON CORPORATION OTHERWISE NOTED BY VERIZON. PRIMER-KEM AQUA E61-W525 ELECTRICAL,MECHANICAL AND STRUCTURAL 10255 W.HIGGINS ROAD,SUITE 600 COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A TOPCOAT-COROTHANE II B65W200/B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT,IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR - THEN AT A VACUUM CLEAN CONDITION,FREE FROM TO THE VERIZON CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND,THE GENERAL CONTRACTOR SMACNA SHEET METAL AND AIR CONDITIONING PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE AT PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING,THE VERIZON CONTRACTORS COMPLETION OF WORK. I N F I N I G Y 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT COAT OF KEM CONSTRUCTION MANAGER AND THE ARCHITECT. NATIONAL ASSOCIATION 8 SANDING WITH 400 GRIT SANDPAPER AND AQUA WATER REDUCIBLE PRIMER E61 W25 4201 LAFAYETTE CENTER DRIVE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK NON-HYDROCARBON WASH.PREPARE GALVANIZED REDUCED 25% 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE CHANTILLY,VA 20151-1219 DURING PROPERTY OWNER'S PREFERRED HOURS TO SURFACES BY ACID ETCH OR SOLVENT CLEANING IN TOPCOAT-2 COATS COROTHANE II POLYURETHANE DRAWINGS,THE CONTRACTOR SHALL INCLUDE THE AVOID DISRUPTION OF NORMAL ACTIVITY. FROM ZERO TO INFINIGY ACCORDANCE WITH SSPC-SP1. B65W200/B60V2 MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER the solutions are endless SPECIFICALLY DIRECTED OTHERWISE BY VERIZON.IF A 820 TRANSFER ROAD 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER RAW STEEL DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ST. PAUL,MN 55114-1406 GALVANIZED. BELLEVUE,WA 98004 PROTECTIVE METHODS TO PREVENT SPRAY OR PRIMER-KEM BOND HS B5OWZ4,DMT ACRYLIC PRIMER ARCHITECT ARE NOT NOTIFIED,THE GENERAL DROPPINGS FROM DAMAGING ADJACENT SURFACES AND TOPCOAT-2 COATS COROTHANE II POLYURETHANE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS FACILITIES. B65W200/B60V2 COSTS INCURRED TO REPAIR OR CORRECT ALL LATEST EDITION OF THE MANUFACTURER'S WITH U.L.LISTED OR FIRE MARSHALL APPROVED PROBLEMS THAT RESULT. INSTALLATION SPECIFICATIONS UNLESS OTHERWISE MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY VERIZON SITE: 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY GALVANIZED METAL INDICATED BY VERIZON,OR WHERE LOCAL CODES OR AND PROJECT SITE. PECAN BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE REGULATIONS TAKE PRECEDENCE. SURFACES.APPLY MATERIAL TO ACHIEVE A COATING NO PRIMER COAT AND DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A THINNER THAN THE DRY FILM THICKNESS INDICATED. FINISH COAT(GALVITE HIGH SOLIDS OR DTM PURPOSES ONLY.FIGURED DIMENSIONS HAVE 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 ATC SITE: PRIMER/FINISH) PRECEDENCE OVER DRAWING SCALE AND DETAIL PROVIDE ALL NECESSARY BLOCKING,BACKING, FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE 9. APPLY BLOCK FILTER TO CONCRETE BLOCK DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL PROJECT AREA UNDER CONSTRUCTION. 413471 CONSTRUCTION AND ENSURE COMPLETE COVERAGE STAINLESS STEEL DRAWINGS.CONTRACTOR SHALL CHECK THE ACCURACY ITEMS. PECAN OR WITH PORES COMPLETELY FILLED. PRIMER-OTM WASH PRIMER,B71Y1 OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER TOPCOAT-2 COATS COROTHANE II POLYURETHANE NOTED,DO NOT FABRICATE ANY MATERIALS,OR BEGIN 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL NEC ARTICLES 250 AND 810. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES 865W200/B60V2 ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GIVE ALL REQUIRED CONSTRUCTION NOTICES AND 11355 SW TIGARD STREET AND OTHER DEFECTS INCLUDING INADEQUATE DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF COVERAGE AS DIRECTED BY THE VERIZON PRE-PRIMED STEEL DIMENSIONS. REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE CONDITIONED SPACES SUCH AS AT WALL AND ROOF TIGARD, OR 97223 CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM STATE DEPARTMENT OF INDUSTRIAL RELATIONS PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT WASHINGTON COUNTY ACHIEVE SURFACES THAT ARE SMOOTH,EVENLY BOND HS, 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID REGULATIONS,INCLUDING BUT NOT LIMITED TO THE INFILTRATION OF AIR AND MOISTURE. COATED WITH UNIFORM SHEEN AND FREE FROM SSOWZ4 ALL MATERIALS,EQUIPMENT,APPURTENANCES AND DIVISION OF OCCUPATIONAL SAFETY AND HEALTH BLEMISHES. LABOR NECESSARY TO COMPLETE THE WORK AS (OSHA). 31. UPON COMPLETION OF CONSTRUCTION,VERIZON 60'-0"SST ALUMINUM&COPPER INDICATED OR IMPLIED BY THESE DRAWINGS. CONSTRUCTION MANAGER SHALL CONDUCT A B. PAINTING SCOPE PRIMER-DTM WASH PRIMER,B71Y1 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY WALK-THRU WITH PROPERTY OWNER OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE 7. CONTRACTOR SHALL NOTIFY THE VERIZON FROM DAMAGE THAT MAY OCCUR DURING REPRESENTATIVE OF PROPERTY OWNER. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS B65W200/1360V2 CONSTRUCTION MANAGER,THE PROPERTY OWNER AND CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING CHECKED BELOW WITH THE COATING SYSTEM THE ARCHITECT IF ANY DETAILS ARE CONSIDERED FINISHES,CONSTRUCTION,STRUCTURE,LANDSCAPING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INDICATED. CONCRETE MASONRY IMPRACTICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF, CURBS,STAIRS,OR EQUIPMENT,ETC.SHALL BE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN DRAWINGS ISSUED FOR: PRIMER-PRO MAR EXTERIOR BLOCK FILLER OR NOT WITHIN CUSTOMARY TRADE PRACTICE.IF WORK IMMEDIATELY REPAIRED OR REPLACED TO THE WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT PAINTING SCOPE TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN IS PERFORMED,IT WILL BE ASSUMED THAT THERE IS NO SATISFACTION OF VERIZON AND THE PROPERTY BY VERIZON. REV. DATE DRAWN DESCRIPTION OA/OC TO MATCH OBJECTION TO ANY DETAIL.DETAILS ARE INTENDED TO OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE COATING DO SHOW THE END RESULT OF THE DESIGN.MINOR CONTRACTOR. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE A 06/15/21 MN PRELIMINARY REVIEW TT SURFACE TO BE PAINTED SYSTEM PAINT NOT N/A CONCRETE STUCCO(EXISTING) MODIFICATIONS MAY BE REQUIRED TO SUIT JOB LATEST EDITION OF THE MANUFACTURER'S PAINT' 0 08/09/21 NL 100%CONSTRUCTION TT 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH CONDITIONS,AND SHALL BE INCLUDED AS PART OF THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY BTS UNIT X WORK. SHALL REPLACE OR REMEDY,ANY FAULTY,IMPROPER, OTHERWISE INDICATED,OR WHERE LOCAL CODES OR ALL EQUIPMENT&CABINETS STUCCO OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY REGULATION TAKE PRECEDENCE. OTHER THAN THE BTS UNIT X PRIMER-PRO MAR MASONRY CONDITONER 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER ANTENNA COVERS,TILT B-46-W21000 VERIFIED BY THE CONTRACTOR BEFORE THE COMPLETION AND ACCEPTANCE OF THE WORK BY BRACKETS,MOUNTING TOPCOAT-SUPERPAINT A-80 SERIES A-89 SATIN A-84 CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN VERIZON UNDER THIS CONTRACT. BRACKETS AND ASSOCIATED SEE SEE GLOSS ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE HARDWARE,CABLE AND CABLE PLANS PLANS VERIZON CONSTRUCTION MANAGER AND THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL COVERS EXPOSED TO VIEW, WOOD ARCHITECT SO THAT MODIFICATIONS CAN BE MADE CONTRACTOR TO PROTECT AND LOCATE,OR CONTACT EXPOSED CONDUIT AND PRIMER-A-100 EXTERIOR ALKYD WOO9D PRIMER BEFORE PROCEEDING WITH THE WORK. AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING HANGERS,ETC. Y-24W20 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN > 1,� FLASHING UNITS,METAL TRIM TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE& HEREIN.THE CONTRACTOR SHALL BEAR ALL EXPENSES AND OTHER METAL SURFACES X TO RADIO EQUIPMENT LAYOUTS,SPECIFICATIONS, FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR • '+� STUCCO,CONCRETE, MATCH ADJACENT SURFACES PERFORMANCE,INSTALLATION AND FINAL LOCATIONS OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE CONCRETE BLOCK AND X WITH VERIZON CONSTRUCTION MANAGER PRIOR TO EXECUTION OF WORK. 7' 1 CEMENTIOUS TYPE FINISH BEGINNING WORK.THE CONTRACTOR SHALL BE SYSTEMS. RESPONSIBLE FOR COORDINATING ALL WORK WITH 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLYWOOD,LUMBER AND WOOD TRIM INCLUDING THE BACK SIDE X ERICSSON RADIO SYSTEMS. COMPLETE SECURITY OF THE PROJECT SITE WHILE THE K OF ALL SCREEN WALLS DRYWALL JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED .� �. 10. ALL SYMBOLS&ABBREVIATIONS USED ON THESE AND ACCEPTED BY VERIZON. �E� 1,* C„� CONCRETE POLES X DRAWINGS ARE CONSIDERED CONSTRUCTION ;��4Jaul l-3 f4Q : METAL POLES AND METAL POLE STANDARDS.IF THE CONTRACTOR HAS QUESTIONS 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, Op ,.+ STAND-OFF X REGARDING THEIR EXACT MEANING,THE VERIZON POWER AND TOILET FACILITIES AS REQUIRED BY THE NCR 1 .- CONSTRUCTION MANAGER AND THE ARCHITECT SHALL PROPERTY OWNER,VERIZON,AND THE CITY OR BE NOTIFIED FOR CLARIFICATION BEFORE THE GOVERNING AGENCY. (EXPIRATION DATE: I♦� CONTRACTOR PROCEEDS WITH THE WORK. L 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REDLINING THE CONSTRUCTION DOCUMENTS TO SHEET TITLE: PERMITS,LICENSES AND INSPECTIONS NECESSARY FOR ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE.THIS PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED SPECIFICATIONS THE COST OF THE WORK TO VERIZON. FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED DRAWINGS SHALL BE &NOTES PROVIDED TO THE VERIZON CONSTRUCTION MANAGER. SHEET NUMBER: REVISION: 2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS �_� 0 A. GENERAL C. CONCRETE 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL, 1, DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NO SPECIFIED,THE D. PP EO THESE SWING ENDRAL NOTES SHALL THE OF 28 D FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 14. SLABS SHALLREPOSITIONING E SPRAYED WITH A CURINGIS COMPOUND VerIZOn� APPLY.INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS: T LOCATION STRENGTH WT. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE NONE APPROVED BY THE TILE OR FLOOR COVERING B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD. AV, DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT. AMERICAN TOWER SPECIFICATIONS. CORPORATION 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO.1 GRADE DOUGLAS FIR.,S45,UNLESS 3. GENERALPLY L DETAILS P AND NOTES ON SHOWN OR SHEETS SHALL #5 &LARGER BARS GRADE 60 NOTED OTHERWISE. INFINIGY8 APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 &LARGER BARS GRADE 60 OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V,LOW ALKALI, NOTED OTHERWISE. FROM ZERO TO INFINIGY CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: the solutions are endless 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& BELLEVUE,WA 98004 AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD&BTR. EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED VERIZON SITE: 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. PECAN STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD B. PIER/CAISSON FOOTING:1"GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL ATC SITE: 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITH8d AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS. DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 12"O.C. 413471 DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND PECAN OR PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN VERIZON CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED,UNLESS NOTED OTHERWISE ON THE 11355 SW TIGARD STREET CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE TIGARD, OR 97223 B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR WASHINGTON COUNTY PTL AND SHALL CONFORM TO PS 1-83. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER 60'-0"SST FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION. OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES.USE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS. SHALL CONFORM TO ASTM A-325 DRAWINGS ISSUED FOR: 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV DATE DRAWN DESCRIPTION CA/CC CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD. SHALL BE STAGGERED WHEREVER POSSIBLE. A 06/15/21 MN PRELIMINARY REVIEW TT 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT 0 08/09/21 NL 100%CONSTRUCTION TT ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN BEAMS,GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES.UNLESS OTHERWISE NOTED, DIAMETER OF BOLT. METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN B. CONCRETE IN CONTACT WITH EARTH,FORMED 2" APPROVED BY THE STRUCTURAL ENGINEER. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL,EXTERIOR FACE 1-1/2" "'" A. 250 AMP WELDERS. D. WALL,INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT ! B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED y � c . � �, ., C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY G. BEAMS,GIRDERS&COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 7. NO BUZZ BOXES SHALL BE USED. 7 r 1 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.) CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20E-V12 THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: .• OR to ....4, ' 12 ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL ELECTRICAL AND MECHANICAL OPENINGS SHALL BEPLUMBING, Fb TOP IIBER BENDING STRESS l000pOTTOM FIBER BENDING STRESS si MIN.MIN 9.�`449 R'v Q'V • 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN. *)fj� *VP'- CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN. C. MODULUS ELASTICITY 1400ksi MIN. (EXPIRATION DATE. 1 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N. THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. SHEET TITLE NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. SPECIFICATIONS FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH NOTED"FULL STRESS"AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND ASTM D3737. &NOTES SHEET NUMBER: REVISION: T-3 0 NOT USED 1 STRUCTURAL SPECIFICATIONS N,. 1 __. _ . h.:�v c 4 :anG" S'� _ -�Oh _-4C n\ M1 Jv'v..�Pe - l4:`•- la= _Vfi.` r NOTE: 1. SITE PLAN SHALL MEET ALL ENGINEERING AND NPDES REQUIREMENTS 1 I , verizon 1 \ 1 , , , 1 _ _, \ - - - 40\\ EXISTING , fTREE(TYP) — — TREEI(TYP.)NG AMERICAN TOWER I \ I CORPORATION INFINIGY ° 1 1 1 — — \‘‘ _ _ EXISTING I I 1 BUILDING(TYP.) \ FROM ZERO TO INEINIGY W EXISTING the solutions are endless I i Q — — — —� BUILDING(TYP.) BELLEVUE,WA 98004 I O EXISTING _I 1 1 CHAIN LINK Q VERIZON SITE: 1 I I i FENCE 1 0 I PECAN I (TYPI I .) EXISTING VERIZON EQUIPMENT — '- — — — — — — �! AREA WITHIN EXISTING ATC ATC SITE: — — .COMPOUND(SEE SHEET A-2) — — — — — — — — — — 413471 PECAN OR I 1 ., 1 I I '1 - 1 11355 SW TIGARD STREET 118t 1 _-_- '�--3, -J 1 TIGARD, OR 97223 1 T I I I WASHINGTON COUNTY 67,+ 60' 0"SST I 1 - I DRAWINGS ISSUED FOR: R REV. DATE DRAWN DESCRIPTION O!v'OC I - - — — —� ! A 06/15/21 MN PRELIMINARY REVIEW TT 03 I II I EXISTING TREE(TYP.) 0 08/09/21 NL too°e CONSTRUCTION TT APN: 1S134DC00600; I .✓ EXISTING PROPERTY LINE, ACCOUNT#: R269916 1. TYP.(APPROXIMATE) ZONING: R-4.5 SW TIGARD ST IA • - - ---- - - — - - — b^ R iMPIRATION DATE: 1 1 I 1 1 I ! I 1 I - SHEET TITLE'. 1 I ,I I N OVERALL INFORMATION CONTAINED WITHIN DRAWINGS I SITE PLAN IS BASED ON PROVIDED INFORMATION AND IS SHEET NUMBER REv!s!oN NOT THE RESULT OF A FIELD SURVEY. A 1 0 22"x34"SCALE:t"=30'A" OVERALL SITE PLAN o 6 �� THIS _ DESIGNS CO TE R ,., S PF - DOuUMENiAN AS AND .N „RP A u S P 11'N1 "SCALE-1' 6 -0" 30' 5' 0' 3 OR �C E..REIN A5 AN N,TR JMENT�f PROFE--SSIONAL SE.,V.CE APE THE PROPERTY.,F iNFINIGV�N�Ih.� - N WHOLE OR!N PART.FOR OTHER PROJECTS WI'HOUT'HE`WRITTEN AUTHORIZATION OF INFIN!GV ENOVNrERING,PL_C tiLAWFI.6.FOR ANY PERSON TO AMEND ANY ASPECT Of TNESF DRAWINGS WITHOL'THE WRITTEN APPROVAL 06 T6-. /- INFORMATION CONTAINED WITHIN DRAWINGS 1 M IS BASED ON PROVIDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURVEY. verizonV w /\\\ 0 AMERICAN TOWER EXISTING 1'4"CMU RETAINING 'v, CORPORATION WALL o INFINIGY ° ,_ FROM ZERO TO INFINIGY the solutions are endless PROPOSED EXISTING 1'-0"X i VERIZON(1)OVP12 1'6"VALUT� BELLEVUE,WA 98004 EXISTING 11.-6"X ./ 20'-0"SHELTER ----, VERIZON SITE: PECAN ATC SITE: ' _ 413471 N c PECAN OR IB M EXISTING 6'-1o°x 11355 SW TIGARD STREET II i 8'-0„ CON.PAD TIGARD, OR 97223 EXISTING a°STEEL� 1- --------1- i..__L WASHINGTON COUNTY r- —. ' 1 I `. WALL .I I; = 60-0 SST a EXISTING 1 EXISTING 8" II c SELF-SUPPORT RETAINING WALL DRAWINGS ISSUED FOR: TOWER EXISTING STEEL '-" HANDRAIL I REV. DATE DRAWN DESCRIPTION GA/DC O Y - A 06/1521 MN PRELIMINARY REVIEW TT ; - - - -- / I 0 08/09/21 NL 100/CONSTRUCTION TT � / EXISTING 10'-9„ //J 4'-0"x10'-9" EXISTING 1'-8"CMU RETAINING WALL J GEN.PAD 2 74.69 PE OREGON p $44, III (EXPIRATION DAM: —"Pill"I N SHEET TITLE ENLARGED SITE PLAN ISHEET NUMBER REVISION A-2 0 22"x34"SCALE:1/4"=i'-0" ENLARGED SITE PLAN 11'k17"8CALE 1/8"_V-0" _' ' ".."AND THE IDEAS A -SIGNS INCORPORATED HEREIN,AS AN INSTRUMENT G. FSSIONAL SERVICE A:.__.." _..TPERTY OF INFINIGY ENGINEERING.PLLC AND ARE NOT TO BE LSE -E{,WRITTEN AUTHORIZATION " . `IEEE RING.PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOTES: l • THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE ADEQUATE TO SUPPORT THE ViT PROPOSED STRUCTURE ANDFMOUNTS CAN THE EXISTINGverizon SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. • CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND c EXISTING VERIZON ANTENNAS WITH VERIFY LOADING WITH THE MOST RECENT RFDS TOP OF EXISTING VERIZON PANEL ANTENNAS ASSOCIATED EQUIPMENT MOUNTED 4,TOP OF EXISTING VERIZON PANEL ANTENNAS PRIOR TO CONSTRUCTION. ELEV.=±64'-0"AGL TO SST-SEE SHEET A-4 ELEV.=±64'-0"AGL AV AMERICAN TOWER TOP OF EXISTING SST TOP OF EXISTING SST EXISTING VERIZON ANTENNAS WITH CORPORATION ASSOCIATED EQUIPMENT MOUNTED ELEV.=±60'-0"AGL / B ELEV.=±60'-0"AGL / TO SST-SEE SHEET A-4 �E OF EXISTING VERIZON PANEL ANTENNAS c OF EXISTING VERIZON PANEL ANTENNAS V =+60'_0"AGL �V._±60'_0"AGL— A, INFINIGY8 TOP OF EXISTING VERIZON PANEL ANTENNAS/ TOP OF PROPOSED VERIZON PANEL ANTENNAS EXISTING AND PROPOSED VERIZON ELEV.=±56'-0"AGL ELEV.=±56'-0"AGL ANTENNAS WITH ASSOCIATED EXISTING VERIZON ANTENNAS WITH EQUIPMENT MOUNTED TO SST-SEE FROM ZERO TO INFINIGY c OF EXISTING VERIZON PANEL_ANTENNAS ASSOCIATED EQUIPMENT MOUNTED SHEETA-5 TO SST-SEE SHEET A-5 c OF PROPOSED VERIZON_ PANEL ANTENNAS the solutions are endless ELEV _±52'-0"AGL ELEV.=±52'-0"AGL BELLEVUE,WA 98004 VERIZON SITE: PECAN ATC SITE: 413471 PECAN OR EXISTING ATC SST EXISTING ATC SST 11355 SW TIGARD STREET TIGARD, OR 97223 WASHINGTON COUNTY 60'-0"SST PROPOSED VERIZON(1)12x24 HYBRID CABLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/CC A 06/15/21 MN PRELIMINARY REVIEW TT 0 08/09/21 NL 100%CONSTRUCTION TT _ EXISTING CHAIN EXISTING CHAIN LINK FENCE LINK FENCE 11711 .di,OREGON p ?.' Q. RAs I EX IilT1U�DATE: ,..,_ J Q. " -�` �- - __ ` _ .,`�., "`^^ ___ , mi �'____ SHEET TITLE: ^ � . -„! . - TOWER GRADE / GRADE / ELEVATIONS 9 ELEV.=0'-0"AGL(±213'AMSL) 7.ELEV.=0'-0"AGL(±213'AMSL) SHEET NUMBER. REVISION: 2 EXISTING ELEVATION 22"x34"SCALE 1/4"=1'-0" 1 22"x34"SCALE 1/4"=1'-0" A...3 0 11"x17"SCALE.1/8"=1'-0" 4' 3' 2' 1' 0' q' 1 PROPOSED ELEVATION 11"x1T'SCALE:1/8"=1'-0" -' T•' ' 4 =15D DOCUMENT - r .r , OF .c ;... vn.,.;. .uOC.M..N AND THE ICEAS AND.. � '�.-.:N._ORPORATFC�HEREIN,AS AN INS,RLMENT PROFESSIONAL1 _ -. .. T 1,.,.�..+�v :--,,. PAND ,. WHOLE , aFOR - PROJECTS t� � c IT,- I t �n OF' � � cc r.A� � � - THESE DERV(, EN OFN �,__.I N.� LLC ARE NOT .BE 11SED.IN OR.N ART. OTHERWI HO_�T,H_WR...EN ALTHCR.ZAT,�N .NFIN,G{EN��IN.__PIN....PLC CI IS UNLAWrUI_FOR AN,-�: ANY ASPECT OF ORAWINGS'WITHC!I"THE WRITTEN APPROVAL OF THE PROFESSIONAL Os RECORD / M1 EXISTING RF CONFIGURATION SCHEDULE VeriZOw ■ SECTOR POSITION TECH. QTY.MANUFACTURER MODEL RAD TIP AZIMUTH RET MECH. ELEC. COAX HYBRID CENTER HEIGHT DT DT CABLES CABLES ALPHA Al 850 CDMA 1 CSS ANTENNA X7CAP-865-0C 60'-0" 64'-2" 110° FALSE 0° 0°/0° (2)7/8" BETA B1 850 CDMA 1 CSS ANTENNA X7CAP-865-0C 60'-0" 64'-2" 220° FALSE 0° 0°/0° (2)7/8" (2)6X12 GAMMA Cl 850 CDMA 1 CSS ANTENNA X7CAP-865-OC 60.-0" 64.-2" 310° FALSE 0° 0°/0° (2)7/8" As AMERICAN TOWER CORPORATION LOCATION SECTOR TMA'S DIPLEXER RRU'S OVP'S RU'S ALPHA -- (2)CBC78T-DS-43 — ANTENNA BETA — (2)CBC78T-DS-43 _ LEVEL INFINIG Y GAMMA (2)CBC78T-DS-43 _- ALPHA -- -- — GROUND BETA -- -- LEVEL (2)RCMDC-3315-PF-48 -- FROM ZERO TO INFINIGY GAMMA — — — -- the solutions are endless BELLEVUE,WA 98004 VERIZON SITE: PECAN ATC SITE: 2 EXISTING RF SCHEDULE NOT TO SCALE 413471 PECAN OR 11355 SW TIGARD STREET TIGARD, OR 97223 WASHINGTON COUNTY 60'-0"SST A EXISTING VERIZON PANEL ANTENNA -9,1. MOUNTED TO SST TO REMAIN F<� (1 PER SECTOR,3 TOTAL) 3rF,y DRAWINGS ISSUED FOR: C° REV. DATE DRAWN DESCRIPTION OA OC EXISTING VERIZON DIPLEXER TO REMAIN A 06/15/21 MN PRELIMINARY REVIEW TT (2 PER SECTOR,6 TOTAL) *.�, 0 08/09/21 NL 100%CONSTRUCTION TT t` , esay 04, 8 ,_ _ - 7=4' PE ,‘1 , ivivA 0,. a CI A ,,,,,,,,, 4 iio. .,,, , opHER 3,-"o' kg P,- II, t IRATION DATE: e 1 N SHEET TITLE. ANTENNA PLANS & RF SCHEDULES I SHEET NUMBER REVISION'. 1 EXISTING ANTENNA PLAN NOT TO ~_4 0 J SCALE -' MENT AND THE IDEAS AND DESIGNSTHE PROPERTY v. �.r — NCG'r�, -COf7 HEFEIN AS AN INSTRUMENT OF PROFESSIONAL SEP.ViCE.ARE PflC.ERT GE INFINIG ,::PLO AND ARE NOT 708E USED IN WHOLE IN PAT, 'GTHER PROJECT WITHOUT rH RIT:EN AUTHORIZATION OF INFINIGY ENGINEERING ANYOF II 'H E GlT .E WEN�INEERN.a PILOPLLC.'IS UNLAW` ;'_-. PERSON TO AMEND ANY ASPECT THESE DRAWINGS 1NI?HC..T ..E WRITTEN APPROVAL OF THE PROFESSIONAL O'= EXISTING RF CONFIGURATION SCHEDULE PROPOSED RF CONFIGURATION SCHEDULE SECTOR POSITION TECH. QTY.MANUFACTURER MODEL CENTDER HEIGHT AZIMUTH RET MECH.TIP DT ELEC.DT CABS CABLES SECTOR POSITION TECH. QTY.MANUFACTURER MODEL CENTER HEIGHT AZIMUTH RET MECH.TIP DT EDT CABLEC. LES CABLES verizonVi Al 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 110° TRUE 0° 0°/0° Al 700/850/1900/AWSIAWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 110° TRUE 0° 0"/0° ALPHA A2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 110° TRUE 0° 0°/0° (2)7/8" ALPHA A2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 110° TRUE 0° 0°/0° (2)7/8" A3 — -- -- -- -- -- -- — -- -- A3 _ L-SUB6 5G 1 ERICSSON AIR6449 52'-0" 54'-I" 110" FALSE 0° 0°/0° B1 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 220° TRUE 0° 0°/0° Bl 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 220° TRUE 0° 0°/0° BETA B2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 220° TRUE 0° 0°/0° (2)7/8" (2)6X12 BETA B2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 220° TRUE 0° 0°/0° (2)7/8" (2)6X12 B3 — -- -- (1)12X24 _ (1)12X24 c -- — -- — — -- B3 L-SUB6 5G 1 ERICSSON AIR6449 52'-0" 54'-1" 220° FALSE 0° 0°/0° ClAV 700/850/1900/AWS/AWS2 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 320° TRUE 0° 0°/0° Cl 700/850/1900/AWSIAWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 320° TRUE 0° 0"/0° GAMMA C2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 320° TRUE 0° 0°/0° (2)7/8" GAMMA C2 700/850/1900/AWS/AWS3 1 ANDREW JAHH-45C-R3B 52'-0" 56'-0" 320° TRUE 0° 0°/0° (2)7/8" C3 -- — -- -- -- -- -- — -- -- C3 L-SUB6 5G 1 ERICSSON AIR6449 52'-0" 54'-1" 320° FALSE 0° 0°/0° AMERICAN TOWER CORPORATION LOCATION SECTOR TMA'S DIPLEXER RRU'S OVP'S RU'S LOCATION SECTOR TMA'S DIPLEXER RRU'S OVP'S RU'S ALPHA -- -- (1)4449,(1)RRUS32 B2,(1)RRUS32 B66A ALPHA -- — (1)4449,(1)RRUS32 B2,(1)RRUS32 B66A INFINIGY, 46 ANTENNA BETA -- -- (1)4449,(1)RRUS32 B2,(1)RRUS32 B66A (2)RCMDC-3315-PF-48 -- ANTENNA BETA — — (1)4449,(1)RRUS32 B2,(1)RRUS32 B66A LEVEL LEVEL (2)RCMDC-3315-PF-48 FROM ZERO TO INFINIGY GAMMA -- — (I)4449,(1)RRUS32 B2,(1)RRUS32 B66A GAMMA -- -- (1)4449,(1)RRUS32 B2,(1)RRUS32 B66A the solutions are endless ALPHA — — -- -- ALPHA -- -- -- -- GROUND BETA GROUND LEVEL — — -- (2)RCMDC-3315-PF-48 -- LEVEL BETA -- -- -- (2)RCMDC-3315-PF-48 — BELLEVUE,WA 98004 - GAMMA -- -- -- -- GAMMA -- — -- __ VERIZON SITE: PECAN ATC SITE: 4 EXISTING RF SCHEDULE NOT TO SCALE 3 PROPOSED RF SCHEDULE ,GTSCATO 413471 PECAN OR 11355 SW TIGARD STREET PROPOSED VERIZON TIGARD, OR 97223 MOUNT TO BE INSTALLED WASHINGTON COUNTY q (1 PER SECTOR,3 TOTAL) 5' 2�l 1 9 �'y2'm 60' 0"SST "'� EXISTING VERIZON OVP TO REMAIN 2�92 �TD,,295+ (2 TOTAL) EXISTING VERIZON RRU'S LP 2 MOUNTED TO SST TO REMAIN ��°2.9s+ DRAWINGS ISSUED FOR: (3 PER SECTOR,9 TOTAL) 0+ EXISTING VERIZON RRU'S MOUNTED Rev. DATE DRAWN DESCRIPTION QAOC PROPOSED VERIZON TO SST TO REMAIN PANEL ANTENNA W/ (3 PER SECTOR,9TOTAL) INTEGRATED RRU'S A 06/15/21 MN PRELIMINARY REVIEW TT / MOUNTED TO SST(1 PER 0 oarosizi NL 00 o CONSTRUCTION TT yj SECTOR,3 TOTAL) '' "QV' Ai e / -,,,z4, ./,.›, ....,, , iiiii �: --._ ,> y i _ EXISTING VERIZON PANEL ANTENNA _ V '` ,'("��' , MOUNTED TO SST TO REMAIN �� 9 ��\� ' r4" f(2 PER SECTOR,6 TOTAL) EXISTING VERIZON PANEL ANTENNA �w'7 �� � MOUNTED TO SST TO REMAIN � - (2 PER SECTOR,6 TOTAL) "�.� x. P5 ;t j (� tq Pq 9 �4 4;-,ill PER MOUNT ANALYSIS NEC ANT � 27, l. q.', QP 5' COMPLETED BY TOWER 'q2c FNNq ''' � ENGINEERING SOLUTIONS, 77p, S q„ T , ' PANFC ' EX SIDNG MOIUNT CAN NOT `�. � 7 Ot�d DATE: NTENA/ „ ADEQUATELY SUPPORT THE 0 /10. A„ PROPOSED LOADING.THE co MOUNT REPLACEMENT p �P y'` SHEET TITLE EXISTING VERIZON OVP TO REMAIN �� (2 TOTAL) PROPOSED IN THE MOUNT �� yL N ANTENNA PLANS N ANALYSIS,MUST BE P / �j�1 h` INSTALLED PRIOR TO THE .k4 / & RF SCHEDULES INSTALLATION OF THE QP PROPOSED ANTENNAS AND I OTHER EQUIPMENT SHEET NUMBER REVISION A-5 0 2 EXISTING ANTENNA PLAN NOT TO' 1 PROPOSED ANTENNA PLAN NoTT° SCALE SCALE THIS DOCUMENT AND THE IDEAS --- .- - -a THEPROPERTYrENGINEERING E _ _ r _ GEAR _ _ .,,E PRC G_P,T OF iN,INI_,Y .PLw AND ARE NOT TO BE uacC,.IN WHOLE OF.�N rAR: FOP.OTHER PROJECTS WITHOUT THE WRITTEN AJTI-uF IT :v..F.NFINIGY ENGINEERING a_I....', .^-.AWF.1L TOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS W!'.HGi!T THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD verizonli , A, 7,\\\ TWER (005191,305191) POR PECAN [ 3 Sector—((700/850/PCs/AWS1/AWS3: 4x4 & RET }+850 NO-850 CDMA) AMERICAN CORPORATION [L-Sub6-3 Sectors) SECTOR 1 SECTOR z SECTOR3 I N FIN1IGY 11.. 1 2210 13201 FROM ZERO TO INFINIGY mamma 1 ��, I sssco 1 I asecorrA J the solutions are endless 320' 3 C?qCIISMEI 1`""^ score, ej231 113M23 BELLEVUE.WA98004 xsac a-sc ,.•., ax-ax axm aH 'xc` .s bu fia.sr, S t- ,3 #Ck ACti "I Ali,tFL1 ..'!.«i &t M±W h•±' ®t.N.s ��®®� f� T is 0 -.4a,-2®11®11®®1 :'Ey,f. Al1 x.�fSi.I&.eI!Wtaksf 1/ l�l'i`h 1�� i � L;J 1 VERIZON SITE: �uu PECAN d•-a :1 a;, ' r, rl;lnla _ IAl.l l I'. C!B®®ii `;. I &J l.ta1.. C' R .1,1,A. `1 e e :'� t_I U 1,1.T W rJ I'1{17 aw ' 1 r ' ;1-4� •U U i F 1 k U U ATC SITE: fTkMOPLLYY Nom 1.44$ NNltY�1{4 ...... Y _ 4 413471 f Y ( ., PECAN OR w1*1s1aF.R ? ; ' L '1 i le I r at.. T'sn 1 u u' 11355 SW TIGARD STREET "''�` ^" TIGARD, OR 97223 y^a h WASHINGTON COUNTY 60'-0"SST �T( l �=[ f 1,i �t,tF ., _-7 ff Ori4 /111 151t , m 49Rf,l 1dis l , 41 VI DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC .� ..:., "t "<� � \ ...q,a^„ .....� .awes.: ' '�, u::�(6,',Y*A7t.!''.', ,'R ST.�#T4.7G. t . �„�.., \.\ G.��, ::r w.:.. '�,.. � . ......��'.w..ee: "�`�, `+��;: w '".�� ~aw.m...,.."^,.�r.. ..,.,a„amww .�_... ,.,..TTF�..\e`:CgmeC ,. :� �,.�.�,..»..` ,'-JWua�.:Y `>�=-� ,a ,. "�.��'\.�. ..; ��..�q�k"� .„"�.,� �w.�..awawe,�-a F ^�\� �.,,. ,....,_,. a."`ue��� A 06/15/21 MN PRELIMINARY REVIEW TT � �j 0 0809/21 NL 100%CONSTRUCTION TT M PA rzi lyl I '1,1 II l5l s F. I,1,1,I,14=I.1>I =1E_ ■♦ ■...L asa M1 FOR REFERENCE ONLY SHEET TITLE: RF PLUMBING DIAGRAM SHEET NUMBER: '.ER: REVISION 1 1 RF PLUMBING DIAGRAM SCALE ` ~-5 O THIS DOCUMENTINCORPORATEDHEREIN, INSTRUMENTOF -:-F F �^v ENGINEERING aWHOLE CRPART AND THE!.CFAs AND DESIGNS AS AN PROFESSIONAL SERVICE.ARE T- .. _RTY O. .NF:NI,,.EN�GINEtR.N.�.PLLC AND NOT TO..E JSED.IN iN .FOR OTHERPROJECTS h WRITTENAUTHORIZATIONF I, N;Y T 1� T 1I A C � 'THE WR E G JFI I�. ENGINEERING,PLL.,.I.IS UNLAWFUL FOR ANYPERSON?O AMEND ANY ASPECTOF THESE DRAWINGS WIHO.T THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD verizon1 J\ AMERICAN TOWER CORPORATION INFINIGY` FROM ZERO TO INFINIGY the solutions are endless BELLEVUE.WA 98004 VERIZON SITE: PECAN ATC SITE: 413471 PECAN OR 11355 SW TIGARD STREET TIGARD, OR 97223 WASHINGTON COUNTY 5 NOT USED SCALE 4 NOT USED NOT TO SCALE 60'-0"SST DRAWINGS ISSUED FOR: I MANUFACTURER:ERICSSON MODEL:AIR6449 REV DATE DRAWN DESCRIPTION OA/OC WEIGHT 81.6 LBS DIMENSIONS:30.4"X 15.9"X 8.1" A 06/15/21 MN PRELIMINARY REVIEW TT FREQUENCY:REFER TO RF DATA SHEET 6 05/05/21 NL ao`G CONSTRUCTION TT 15.9 Jc- , PE 15.9 ° / Gco t£kPIRAnow DATE: —41 TOP SHEET TITLE: EQUIPMENT FRONT SIDE DETAILS SHEET N!IMEER REVISION'. 3 NOT USED ScE 2 NOT USED N°TT° 1 ANTENNA DETAIL "GTTG -6 SCALE SCALE THIS DOCUMENT AND THE IDEASANDDESIGNSARE THEP- r - - H_ DES GN_.NCGRPGRATED HEREIN.AS AN INSTRUMENT OF PROFESSIONALSERVICE. PROPERTY OF IN NI,Y-', � .. F',) WHOLEPART F � -.:R F T AUTHORIZATION ��.�v ENGINEERING _ F ,. i LC AND ARE NOT T J 8_USED.'N W,_L CR IN �J OJ_C.S l". -'t{RITTEN AL�HUR ZATIGN C' .,.,.ENGINtERiN,,.PLLC IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OP '-DRAWINGS WITHORT THE WRITTEN APR,'v,..:�f THE FRGF[- OF gECnRC. verizon 1 i,\\\\ AMERICAN TOWER CORPORATION � INFINIG Y FROM ZERO TO INFINIGY the solutions are endless BELLEVUE,WA 98004 VERIZON SITE: PECAN ATC SITE: 413471 PECAN OR 11355 SW TIGARD STREET TIGARD, OR 97223 WASHINGTON COUNTY 60'-0"SST DRAWINGS ISSUED FOR: REV DATE DRAWN DESCRIPTION CA/OC A 06/15/21 MN PRELIMINARY REVIEW TT 0 08/09/21 NL 100'%CONSTRUCTION TT FOR REFERENCE ONLY J SHEET TITLE'. EQUIPMENT DETAILS SHEET NUMBER. REVISION A-7 SITE PRO 1 VFA8-HD MOUNT DETAIL SCALE O NOT TO THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATEDANINSTRUMENT OFAREP. BE - PROJECTS - ASPECT'+E?EIN,AS N, RUMEN. PROFESSIONAL SERVICETHE PROPERTY OFINFINIGY ENGINEE9.NG,PLLC AND ARE NOT TOUSEOIN WFI, ;,,N PARTFCN'. �_< RO,ttCTS*THOU WRITTENAi1THORiZATiON OF N�^.'. -RfNG.PLLC IT ISUNLAWR;LFOP.ANY PERSON TO AMEND ANY OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD I GROUNDING KEYED NOTES: GROUNDING NOTES: 5. FOR A POLE OR TOWER,A SECOND VERIZON BUS BAR WITH STAND OFF INSULATORS(E.G.PIROD/ VALMONT GROUNDING BUS BAR PART NUMBER B2981[VERIZON CONSTRUCTION MANAGER SHALL OSST GROUND BUS BAR AT BASE OF SST WITH COAX GROUND KIT.SEE DETAIL 9/G-2 FOR 1. CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH TOWER OWNER CONFIRM BUS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART]BEING ANCHORED TO A GROUND BAR CONSTRUCTION,SEE DETAIL 9/G-2 FOR GROUND WIRE CONNECTIONS,AND FOR SITE SPECIFIC CONDITIONS IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED. MOUNTING BRACKET KIT FOR 62372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP SEE DETAIL 1/G-2 FOR COAX GROUNDING. NUMBER B1852 OR EQUIVALENT[WITH STANDOFF CHERRY INSULATORS])SHALL BE ADDED A 2. VERIZON GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE BASE OF THE TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUAL T THE verizonJ O#2 AWG GROUND FROM SST GROUND BUS BAR TO SST GROUND RING(TYP OF(2)PLACES). DIRECTED TO DEDICATED VERIZON BUS BARS AND FOR A POLE OR TOWER,SHALL BE LOCATED UP SHEETING WITH A DEDICATED VERIZON GROUND LEAD BEING DIRECTED TO GROUND AND ATTACHED ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS,BEING DIRECTLY FASTENED TO THE TO THE EXISTING TOWER GROUND RING(FINAL LOCATION OF BOTTOM OF TOWER GROUND BUS BAR ANTENNA GROUND BUS BAR AT ANTENNA LEVEL OF SST WITH COAX GROUND KIT. SEE STRUCTURE WITH STAINLESS STEEL HARDWARE AND/OR ANGLE ADAPTERS(E.G.PIROD/VALMONT SHALL BE APPROVED BY TOWER REPRESENTATIVE PRIOR TO INSTALLATION). O3 DETAIL 5/G-2 FOR GROUND BAR CONSTRUCTION,SEE DETAIL 9/G-2 FOR GROUND WIRE GROUNDING BUS BAR PART NUMBER B2981[VERIZON CONSTRUCTION MANAGER SHALL CONFIRM BUS CONNECTIONS,AND SEE DETAIL 4/G-2 FOR COAX GROUNDING. BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART]BEING ANCHORED TO A MOUNTING BRACKET 6. VERIZON GROUND LEAD FROM LOWER VERIZON BUS BAR SHALL BE NO.2 OR 2/0 AWG WIRE AND KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER 81852 OR SHALL BE ATTACHED TO EXISTING POLE/TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD O#6 AWG GROUND FROM ANTENNA/RRU/OVP TO ANTENNA GROUND BUS BAR. EQUIVALENT[W/O CHERRY INSULATORS]). (E.G.PIROD/VALMONT PART NUMBER 171791 OR EQUIVALENT) 4 3. ANCHORING OF VERIZON UPPER BUS BAR SHALL NOT EMPLOY THE USE OF DRILLING,WELDING OR 7. VERIZON GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANY .AV, CUTTING INTO THE EXISTING STRUCTURE(ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR CONFIGURATION OTHER THAN THE"PARALLEL THRU WIRE MOLD"WITH THE LEAD SWEEPING INTO AMERICAN TOWER MECHANICALLY FASTENED TO STRUCTURE). THE GROUND RING IN THE CONFIGURATION SHOWN ON THE GROUNDING PLAN. CORPORATION 4. FOR A METAL POLE OR TOWER,VERIZON ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT 8. VERIZON GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN UPPER BUS BAR W/O INSULATORS AT THE NEAR ANTENNA LOCATION WITH LEADS NOT CONTINUING ESTABLISHED GROUND BUS BAR POSITIONED AT THE TOP OF A NONCONDUCTIVE POLE OR DOWN THE POLE SHAFT OF TOWER LEG(TOWER STRUCTURE SHALL SERVE AS GROUNDING MEDIUM STRUCTURE(E.G.WOOD UTILITY POLES,PRE-CAST CONCRETE POLES,BUILDINGS,FIBERGLASS IN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIAL STRUCTURES,ETC.)SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNING INFINIG Y , MAINTAINING ONE COMMON GROUND PLANE). DOWN THE POLE OR STRUCTURE TO A BUS BAR AT THE BASE OF THE POLE OR STRUCTURE AND 8 FURTHER RUNNING INTO AN EXISTING GROUND RING. NOTE: FROM ZERO TO INFINIGY -FOR CLARITY,NOT ALL ANTENNA the solutions are endless SECTORS ARE CALLED OUT. ANTENNA/RRU GROUNDING IS BELLEVUE,WA 98004 TYPICAL FOR ALL SECTORS. VERIZON SITE: „ PECAN ,'. ATC SITE: 413471 _ 1 PECAN OR 11355 SW TIGARD STREET -. I TIGARD, OR 97223 WASHINGTON COUNTY / 60'-0"SST / , / , ir �, � DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OArOC 4` / A 06/15/21 MN PRELIMINARY REVIEW TT + O 0 08/09/21 NL 100%CONSTRUCTION TT — — — — — — l\1 ..af`� 1.,x 1 ----:1 , O �r 1 ' � � ABBREVIATIONS ELECTRICAL SYMBOLS AWG AMERICAN WIRE GAUGE GROUND BAR ri BCW BARE COPPER WIRE ►�1 GROUND ROD WITH ACCESS . ORES It. 4,//, DWG DRAWING 0 CHEMICAL GROUND ROD it a IFR` <t` EMT ELECTRICAL METALLIC TUBING ® GROUND ROD � aHER 3 4,0' GEN GENERATOR EP DISCONNECT SWITCH IGR INTERIOR GROUND RING(HALO) ® METER 4 '. k (EXPIRATION DAT : " - - l IMC INTERMEDIATE METALLIC CONDUIT CIRCUIT BREAKER440 , MGB MASTER GROUND BAR ■ CADWELD TYPE CONNECTION ` 1 IE t. F SHEET TITLE PCS PERSONAL COMMUNICATION SYSTEM COMPRESSION TYPE CONNECTION �, N SCHEMATIC GROUNDING PTS POWER TRANSFER SWITCH GROUNDING WIRE PLAN &NOTES PVC RIGID(SCH.40)POLYVINYL a—REPRESENTS DETAIL NUMBER CHLORIDE CONDUIT VW----REFERENCE SHEET NUMBER I SHEET NUMBER REVISION RGS RIGID GALVANIZED STEEL W J O RY RACEWAY 1 TYP TYPICAL 1 SCHEMATIC GROUNDING PLAN 22"„x E„2 ,_o ; , j NOTE: ii #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF CABLE GROUND KIT TOWERS/MONOPOLES SHALL \/\ ONLY USE EXOTHERMIC WELDS. ver'zOn ,-,,: kill GROUND BAR ON ti ti ICE BRIDGE, 1111 — CONCRETE, RETE,, ON OR ON ANTENNA TOWER 40.\\ pun _ __ , AMERICAN TOWER CORPORATION , TWO HOLE LUG,OR EXOTHERMIC WELD TO BE I f\J F I N I G Yg I USED WITH#2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING FROM ZERO T O I N F I N I G Y 1 GROUND CONDUCTOR SHALL BE ELIMINATED I the solutions are endless WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE BELLEVUE,WA 98004 / 12 NOT USED NOT TO 11 NOT USED NOT SCALE 10 NOT USED "OTT° 9 GROUND WIRE INSTALLATION NOT TO SCALE SCALE SCALE VERIZON SITE: 1.) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. PECAN CAT.NO.B-6142 OR APPROVED EQUAL.HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) ATC SITE: 2.) 5/8"LOCK WASHERS,NEWTON INSTRUMENT CO. 413471 CAT.NO.3015-8 OR APPROVED EQUAL 3.) WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. PECAN OR CAT NO.A-6056 OR APPROVED EQUAL 4.) 5/8-11 X 1"HHCS BOLTS,NEWTON INSTRUMENT CO. CAT NO.3012-1 OR APPROVED EQUAL _ 11355 SW TIGARD STREET �Oa TIGARD, OR 97223 © i WASHINGTON COUNTY 7J /1s" o_ 60' 0"SST 2 0 0 0 0 0 0 ° o 0 ( wo o f e o o ° DRAWINGS ISSUED FOR: 1,�i REV. DATE DRAWN DESCRIPTION pA/OC NOTES: GROUND BARS AT ANTENNA LEVEL AND AT BASE OF TOWER STRUCTURE TO A 06/15/21 MN PRELIMINARY REVIEW TT BE ATTACHED WITH INSULATORS.CONNECTION TO TOWER STRUCTURE 0 08/09/21 NL 100%CONSTRUCTION TT SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 8 NOT USED NOT 7 NOT USED NOT TO SCALE 6 NOT USED NOT TO 5 TYPICAL GROUND BAR NOT TO SCALE SCALE SCALE TO ANTENNAS NOTES: (TYPICALLY) NOTE: 1. DO NOT AND ALWAYS INSTALL DI CABLEECT ANTENNA CABLE "y� 12'oTM _y NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE GROUND KIT AT A BEND g 1z 1 OF TOWER,ANTENNA LOCATIONS,AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. - ' y t RX2 TX1/RX1 o t' GROUND WIRE DOWN TO - _T '� 1 �� � - ( _ ■ ANTENNA GROUND BAR. _ - r :::::OANTE1\ \\ COJUMPER WEATHERPROOFINGKIT �2. WEATHERPROOFING ANTENNA GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS I SHALL BE TWO-PART GROUND KIT(TYP) WITHOUT INSULATORS, Ir CONNECTOR TAPE KIT.COLD SHRINK CABLE GROUND KIT —CABLE BONDED DIRECTLY TO THE SHALL NOT BE USED. CONNECTOR TOWER LEG AT RAD CENTER WEATHERPROOFING #6 AWG(PROVIDED d�E KIT(TYP)SEE NOTE 2 #6 AWG STRANDED COPPER �' r�tt, Oft ' O [4;1WEATHERPROOFING GROUND WIRE(GROUNDED TO WITH GROUND KIT TYP) ANTENNA GROUND BAR 9�� F4Ia pi 69,x QQ' KIT(TYP) GROUND BAR).SEE NOTES i&2 WITH INSULATORS,AT �(? �A�r' RF CABLE(TYP BOTTOM OF TOWER LEG PHER a' TYPE W TYPE VS TYPE VB TYPE PT r._e GROUND KIT(TYP) FOR ALL) ANTENNA CABLE TO EQUIPMENT(TYP) . #6 AWG NOTES: RF CABLE TO EXOTHERMIC WELD (EXPIRATION : '� 1. DO NOT INSTALL CABLE GROUND KIT ATABEND AND EQUIPMENT AREA VIA LATTICE TOWER • \I� +- ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. TRAY OR ICE BRIDGE LEG FOUNDATION SHEET TITLE, �! f` '.�, WITH INSULATORS. GROUNDING TYPE GT TYPE GY TYPE GR TYPE GL AT ANTENNA LEVEL. 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. GROUND RIN DETAILS #2 AWG BCW SOLID i 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT,COLD TINNED(TYPICAL) SHRINK SHALL NOT BE USED. I -- - -- -1 SHEET NUMBER REVISION I: TO GROUND RING 4 EXOTHERMIC CONNECTIONS SCALE 3 CABLE GROUND CONNECTIONS SCALE 2 CABLE GROUND KIT s° E 1 RF CABLE GROUND S°ACE -� 0 ..1 1 HIS DOCUMENT AND THE IDEAS AND �' HEREIN, tPROFESSIONAL - - e D. DES.,NS INCORPORATED H_,E N AS AN INSTRUMENT OF ARE THE PROPERTY OF INFINIGY ENGINEERING.PLLC AND A.-, `. O BE USED IN WHOLEOR PART.FOR OTHER PROJECTS' H THETOASPECT IN PROJECTS WT GJT WRITTEN AU IHORRZ0.TION OF tNFINiGY ENGINEER'NG,PLLC.IT IS UNLAWFUL FOR ANY PERSON,..AMEND ANY ,,. .Cu' '' -'u'..NGS WITHOUT THE'WRITTEN APPROVALOF THE PROFESSICrNA,.OF RECORG. SPECIAL State oo Oragon ai t t9r _ `..es,tKiAyr Code .ate y�gyr�r�w••nanr� 0 Concrete anti WM-ming Steel o Bolts instal d in Concrete p Spa Mornent-!;isvttin C,r C:r to Frame Reinforcing Steel !v.:^�`•J,2��+�Ste Tendons 0 Stri.eiar trisary 0 ReWorood Gymum Commie `- e 0 +Pray Applied Fire-hems+Yv�lr a at8 0 Map,Drilled PieF6a4a!:1!a�iis3 Shatcreie Special.Co .Exv.lzatit'n and Fang [� Smoke-Coad Systems [� Other irspev ans