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Plans (13) I 0., - AT&T-_ -_� AT&T ...S..\ 'EIVA� -� 1Gi INVERNESS DRIVE WEST,2Nll FL0012 AT&T SITE NUMBER: '�""� CROWN CASTLE BU: 879570 APP:461459 2 c 2019 ENGLE\VOOD,C090112 J - AT&T SI'Z'E NAME: WASHINGTON SQUARE SITE ADDRESS: 9302 SW WASHINGTON SQ RD 1F TIGARD CROW N TIGARD,OR 97223 NG DIVISION , CASTLE AT&T FA CODE: 10109744 COUNTY: WASHINGTONTIGARD �-i�°s �y • • ITY OF O i VIA V OS\�ESTIu\KE AVENUE NORTH,SUITE 80(I AT&T PACE NUMBER: MRWOR037083/036931/036992/037121 TOWER HEIGHT: 8741LJ SEATTLE,WA96109 Approved by Planning Date: L-1,6-i,1 i PROJECT: AT&T LTE 6C Initials: . . se-- IlLEAF COMMUNICATIONS I SITE INFORMATION I DRAWING INDEX \ I APPROVAL ( LOCATION MAP SAN CLAMANECER EMENTE, IT E MENTE,CA92a WWW.LEAFCOMM.COM CROWN CASTLE USA INC. SHEET# SHEET DESCRIPTION TEL(949)388-0192 SITE NAME WASHINGTON SQUARE MALL AT&T(RF): CROWN CASTLE USA INC. T-t TITLE SHEET9 SITE NUMBER: 879570 DATE) Ed H'4et, MAP/PARCEL#: 1S1260000300/R2201064 T-2 GENERAL NOTES A-1 SITE PLAN&ENLARGED SITE PLAN AT&T(CONST LATITUDE: 45°27 10.69" § LONGITUDE: -122°46'41.31" A-2 EQUIPMENT LAYOUTS (DATE) 51,/, Live Laugh Love Art GROUND ELEVATION: ±233' A-3 ANTENNA LAYOUTS \T&T(SAM): Hefi840 Q AT&T SITE NUMBER: PW11 CURRENT ZONING: MUC A-4 ELEVATIONS (DATE) go Bank a Target { El JURISDICTION: CITY TIGARD D-1 DETAILS Sushi Hana Q BU#: 879570 LANDLORD: : AT&T SITE NAME: WASHINGTON SQUARE MALL 4 U.S.Bank Brae- WASHINGTON SQUARE MALL D-2 DETAILS D\Ili AT&T SITE NUMBER: PWl l D-3 DC/FIBER SCHEMATIC AND LTE CONDUCTOR CHART (DATE f SITE 9302 SW WASHINGTON SQ RD FA: 10109744 LANDLORD: o°n Rd SW Chun Rd SW arum Rd PROJECT DESCRIPTION: LTE GC D-4 DC WIRING DIAGRAM D\D) D The Chau Outlet TIGARD,OR 97223 PROPERTY OWNER: PPR WASHINGTON SQUARE COM SITE G-1 EQUIPMENT AND ANTENNA GROUNDING PLANS \"..... / a - PO BOX 847 G-2 GROUNDING DETAILS ` J Port CARLSBAD CA 92018-0847 B005 G-3 GROUNDING DETAILS _ ( JU RIe TION APPROVAL EXISTING 87'-0"MONOPOLE '+ Les Schwab Tire Center 'i -- I A NCE Q�/"Aac s _ DICK'S Sporting Goods ...a 4"s. Y J led. NgJOurneys f..�: � ® Dior 49": ISSUED FOR: 1,�,�►A. I t j JCPenney 9 ® RGv DATH DRWN DESCRIPTION DES./QA R j�f"'iS• Il Oakley Store t'1 2umiez o 0 01/27/2019 SD PRGLIt.9NARY LQN PROJECT TEAM PROJECT DESCRIPTION -.4t....!... 'milt „� +® Jamba Juice Washington NO SCALE 1 92/12/2919 MA CONSTRUCTION LQN ARCHITECTURAL LEAF COMMUNICATIONS ;. �� r drersr , HEAD SOUTHWEST ON NE AIRPORT WAY,SLIGHT RIGHT TOWARD NE 82ND &ENGINEERING 944 CALLS COMMUNICATIONS SUITE E THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN WAY,SLIGHT RIGHT ONTO NE 82ND WAY,SHARP RIGHT ONTO NE 82ND AVE. ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE. ,Il l t :` CONTACTS: SAN CLEMENTE,CA 92673 S TURN LEFT ONTO US-30BYP W/NE KILLINGSWORTH ST,CONTINUE TO DAN LEAF-(949) �_�„ P01.1.OW US-30BYP W,TURN LEFT ONTO N ALBINA AVE,TURN RIGHT ONTO DAN LEAF- LEAF 485-8793 OM TOWER SCOPE OF WORK: a v: Date: N ROSA PARKS WAY,TURN LEFT ONTO THE INTERSTATE 5 S RAMP,MERGE LEAF •REMOVE(6)(E)ANTENNAS — ONTO I-5 STERN RIGHT ONTO SW ALLEN BLVD,PASS BY 7-ELEVEN(ON THE L • •REMOVE(12) RRHs - —� '� LEFT IN 0.7 MI),USE THE LEFT 2 LANES TO TURN LEFT ONTO SW MURRAY COMMUNICATIONS ENGINEER OF LEAF COMMUNICATIONS •REMOVE 3 )TMA `` �� BLVD,DESTINATION WILL BE ON THE RIGHT RECORD CONTACT: 944 CALLS AMANECER SUITE E •INSTALL 6(3)(E) SAN CLEMENTE,CA 92673 •INSTALL O RRHs ON NEW PIPE MOUNTS . J ESRA H.PERSELLIN,P.E.-(949)388-0192 (9) ESRA.PERSELLIN@LEAFCOMM.COM GROUND SCOPE OF WORK CONSTRUCTION TBD •REMOVE(1)ALE ULTRASITE C APPLICABLE CODES/REFERENCE DOCUMENTS ED PROF MANAGER CONTACT: •REMOVE(1)ALU FLEXENT ONE BTS — — 4,g Fss •REMOVE(2)ALU'IJ926 BBU ECCM-U ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN DESIGN PACKAGE BASED ON THE STRUCTURAL STRUCTURAL ANALYSIS IS NOT c��(0,46 1 N f F >Oy ACCORDANCE WITH THE CURRENT EDITIONSOF THEFOLLOWINGWITHIN THE SCOPE of WORK CONTAINED IN 9 •iNSTAId. 1 FSM4O REDS SHEET: r •INSTALL(1) p1 CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. REDS NAME:ORPRU0812 THIS DRAWING SET. FOR ANALYSE OF EXISTING 94203PE •INSTALL 1 �R Vr TIGARD NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK REDS ID:1921879 AND/OR PROPOSED COMPONENTS,PROVIDED REFERDTO O STRUCTURAL ANALYSIS PROVIDED UNDER ,-�•. PROJECT MANAGER AT&T MOBILITY_PNW_WA/OR/N.ID NOT CONFORMING TO THESE CODES: REVISION:1 SEPARATE COVER. �+ CONTACT: 19801 SW 72ND AVENUE REVIEWED FOR CODE COMPLIANCE ISSUED DATE:11/02/2018 ANTENNA MOUNT ANALYSIS IS NOT WITHIN THE 'FS 29,2 • �2 TUALATIN,OR 97062 OREGON STRUCTURAL SPECIALTY CODE(2014) DATE UPDATED:11/21/2018 6:46:28 PM SCOPE OF WORK CONTAINED IN THIS DRAWING R'9 y PERS`'' _ OREGON MECHANICAL SPECIALTY CODE 2014 SET. FOR TS OF ANTENNA MOUNT TO JOSHUA DORNON (503)691 5037 Approve& /D� ( ) DESIGN PACKAGE BASED ON THE D072 TT.COIv4 OREGON ELECTRICAL SPECIALTY CODE(2017) SUPPORT EXISTING AND/OR PROPOSED J 5@\ - APPLICATION: COMPONENTS. REFER TO ANTENNA MOUNT OTC: - I I OREGON PLUMBING SPECIALTY CODE(2017) ID:461459 STRUCTURAL ANALYSIS PROVIDED UNDER 02/14/2019 CROWN CASTLE NATASHA MONTALVO-A&E SPECIALIST REVISION:0 SEPARATE COVER. CONTACT: NATASHA.MONTALVO@CROWNCASTLE.COM .� Q SA COMPLETED BY: PAUL J,FORD&COMPANY (206)336-2886 Permit U DATED:DECEMBER 28,2018 IT ISA VIOLATION OF LAW FOR ANY PERSON, ALICIA POWERS-PROJECT MANAGER Address: ° {y�/�•�y�y [/ '_ , ` A%-7o/� Psi) MA COMPLETED BY:N/A r'NLt::;s Txsv ARE ACTING UNDER THE DIRECTION �V l Yl/L11�t`l'`L v Y�"F (ply.✓ OF A LICENSED PROFESSIONAL ENGINEER, 33 POWERS@CROWNCASTLE.COM • PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOG AT(800)788-7011&CROWN CONSTRUCTION MANAGER ro.0 ALTER THIS DOCUMENT (206)336 3218 ���. _ / / • E FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE - - NTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT DRAINAGE NO SANITARY SEWER SERVICE, SHEET NUMBER: EVISEO EACH PHILLIPS-REAL ESTATE SPECIALIST . Toil C a - • Y �j // J ZACH.PHILLIPS@CROWNCASTLE.COM �•+`I"" WI ,i I • lf4, ` C ORTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. (503)708 9200 (! �I` V V' 7 ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS T_ i_ e) ORI{ING DAYS S VA -I AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE �� BEFORE YOU DIG! ✓J \ PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 1 V 'SITE WORK GENERAL NOTES: I MASONRY NOTES: ELECTRICAL INSTALLATION NOTES: GREENFIELD GROUNDING NOTES: // �\ 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 1. HOLLOW CONCRETE MASONRY UMTS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT 4"'"'' CONSTRUCTION. N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, ' AT&T (F'm) SHALL BE 1500 PSI. CODES/ORDINANCES. RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE 2. ALL EXISTING ACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. "S" 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY MORTAR AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL 161 INVERNESS DRIVE WEST,2ND FLOOR EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL 3. GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND \\ ENGLEWOOD,CO 80112 / PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE COMPRESSIVE STRENGTH OF 2000 PSI. REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D)TRENCHING USA INC. INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE AND EXCAVATION. 4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. A TEST RESULT OF 5 OHMS OR LESS. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS `\ 3. ALL SITE WORK TO COMPLY WITH OS-STD-10068 "INSTALLATION STANDARDS FOR 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REQUIRED BY THE NEC. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING 0T • CONSTRUCTION ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE"AND LATEST VERSION REMOVED UNTIL GROUT IS FULLY CURED. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ' CROWN OF TA 1019 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNAANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO SUPPORTING STRUCTURES AND ANTENNAS." THE CONDUIT AND PROVIDE TESTING RESULTS. �I CASTLE 6. EACH ENO OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE PROJECT SPECIFICATIONS. ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL 1505 WESTLAKE AVENUE NORTH,SUITE 800 • 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE APPROVED GROUNDING TYPE CONDUIT CLAMPS. SEATTLE,WA 98109 REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. GENERAL NOTES: 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS / INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINITIONS SHALL APPLY: BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL - PLUGGED OR 011ICRWOC DISCONTINUED AT POINTS WI HCI I WILL NOT INTERFERE WITH THE CONTRACTOR -- ----- GE TUPNIS LRD AND INSTALLED WITH THE POWER CIRCUITS TO BTS r GENERALCONTRACTOR (CONSTRUCTION) EQUIPMENT. EXECUTL (If IYQRK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR SUBCONTRACTOR- B. PANEL BOARDS (IDY NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) CARRIER- AT&T - SMALL at CLEARLY LABELED WITH PLASTIC LABELS. TOWER OWNER- CROWN CASTLE USA INC. 6. EACHROD CABINET FRAME SHALLENIBE EDDIRECTLY CONNECTEDETO THE MASTER L E A F 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL OEM- ORIGINAL EQUIPMENT MANUFACTURER 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT SPECIFICATION FOR SITE SIGNAGE. SHARP EDGES. GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. IIIIII 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN 10.POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE COMMUNICATIONS EQUIPMENT AND TOWER AREAS. BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE USA INC. STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE CLASS B STRANDED COPPER CABLE RATED FOR SYSTEM C (WETS & DRY)LES OPERATIONHWLISTED 944 CALLE AMANECER,SUITES 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN OR LABELED FOR THE LOCATION AND RACEWAY USED UNLESS OTHERWISE GROUND BUS ARE PERMITTED. MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL SPECIFIED. SAN CA LEAFCOMM.COM APPLICABLE CODES. REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND MENTE,W1NW.LEAFCOMM.COM 10,THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED TEL:(949)388-0192 PRIOR TO FINISHED SURFACE APPLICATION. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE CONDUCTOR (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN COPPER UNLESS OTHERWISE INDICATED. \ WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) 11.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALE. THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND APPLICABLE REGULATIONS. UNLESS OTHERWISE SPECIFIED. NOT BE USED FOR GROUNDING CONNECTIONS. STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 12.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE 12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE 10.USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN ONLY. MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V. OIL RESISTANT SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPDRTE:_'. CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. THHN OR THWN-2, CLASS STRANDED COPPER CABLE RATED FOR 90' C (WET AND 71.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED CONNECTIONS BELOW GRADE. AT&T SITE NUMBER:PW11 13.NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED UNLESS OTHERWISE SPECIFIED. PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. ON THE DRAWINGS. 12,ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) 13.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION SHALL BE FORMED USING HIGH PRESS CRIMPS. y�.�A 14.ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED WIRE LUGS AND WIRE NUTS BY THOMAS AND BEI IS (OR EQUAL). LUGS AND WIRE BU#:879570 PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING UST SHALL NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF 13.COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE BE SUPPLIED BY THE SUBCONTRACTOR. AVAILABLE). EXOTHERMIC WELD CONNECTIONS. WASHINGTON SQUARE MALL WORK CONTAINED HEREIN GUL AND SHALL MEETYANSIPPLICSSE A10INDUSTRY Y CONSENSUSONT EDITIOSTANDARDS FEDERAL, STATE, 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN 14.ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED STATE, AND LOCAL REGULATIONS;AND ANY APPLICABLE INDUSTRY RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ACCORDANCE WITH NEMA, UL,ANSI/IEEE AND NEC. OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. ADHERE TO ANSI/ASSE A10,48 (LATEST EDITION) AND CROWN STANDARD CED-STD-10253 9302 SW WASHINGTON SQ RD INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV B. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. 15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC 15.APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) CONSTRUCTION TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND TIGARD,OR 97223 THE CONTRACTOR AND CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH ANSI/TIA-322 (LATEST EDITION). ! DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. CONNECTIONS. CHANGE OF INSTALLATION. " 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, 16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID 16.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED CORROSION RESISTANT MATERIAL. EXISTING 87'-0"MONOPOLE INDOOR LOCATIONS. 17.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, STRUCTURAL STEEL NOTES: 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, 17.SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED ATELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. ACCORDANCE WITH THE NEC. _ SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 1. ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE PROJECT 18.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT LIQUID-TITS FLEX) SHALL BE USED 18.BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH (LIQUID-TITE WITH 1-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. ION OCCURS OR FLEXIBILITY IS NEEDED. INDOORS AND OUTDOORS, WHERE VIBRATION AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS ISSUED FOR: REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 19.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND 19.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC REV DATE DRWN DESCRIPTION DBS./QA SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 0 01/77/2019 SD DESCRIPRELIMINARY LQN 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS 3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM BE REMOVED FROM SITE ON A DAILY BASIS. 20.CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH 4.307 BOLTS UNLESS NOTED OTHERWISE. ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND LLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT I 02/12/2019 MA CONSTRUCTION LQN NEC.. 13.CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE AS SHOWN ON THESE TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC DRAWINGS AND ASSOCIATED STRUCTURAL AND MOUNT ANALYSIS REPORTS. E.O.R. TO BE MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE 4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES OR DAMAGE OR DETERIORATION OF THE 21.WIREWAYS SHALL BE EPDXY-COATED (GRAY)AND INCLUDE A HINGED COVER, DESIGNED USE OF METAL CONDUIT IS UNAVOIDABLE(E.G., NONMETALLIC CONDUIT MANUFACTURER'S RECOMMENDED PROCEDURE. THE ANCHOR BOLT. DOWEL OR ROD EXISTING STRUCTURE ARE FOUND. ALL ELEMENTS OF THE EXISTING STRUCTURE TO REMAIN TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL);AND RATED PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE 1 SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS UNDISTURBED. U.N.O. NEMA 1 (OR BETTER). BONDED TO EACH END OF THE METAL CONDUIT. SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY 14.SPECIAL INSPECTION: PERIODIC THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR THE 22.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED 20.ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S FOLLOWING, IF UTILIZED: STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE MUST BE #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" MAXIMUM ALLOWABLE LOADS. -ALL HIGH-STRENGTH (A325) BOLT INSTALLATIONS WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION POINT. -ALL RETROFIT ANCHORS INSTALLATIONS IN CONCRETE CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED MIL.EAF 4011 CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT COMMUNICATIONS OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES, ALL CONDUIT I AS WELL). SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BET TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR ABBREVIATIONS AND SYMBOLS: DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY CONCRETE AND REINFORCING STEEL NOTES: GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. ABBREVIATIONS: EQUIPMENT 1 336,CONCRETE ASTM 4.184,ASTM Al 5BAND THEE IN DESIGN AND E TCONST CH THE ONSTRUCTION SPECIFICATIONL SYMBOLS" 23.GALVANIZED ORI EPDXYTCOATED SHOEET STEEL; TIOA BO EETAOR EXCEED UL BOXES 508 AND BE NEC INSULATOR COLOR CODE ���y6D PRpFFB FOR CAST-IN-PLACE CONCRETE. AGL ABOVE GRADE LEVEL _F- SOLID GROUND BUS BAR RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. i, „LOIN E.4.1:5:01, BTS BASE TRANSCEIVER STATION 94203PE r 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT (E) EXISTING SOLID NEUTRAL BUS BAR 24.METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED DESCRIPTION PHASE/CODE LETTER WIRE COLOR 28 DAYS, UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING MIN. MINIMUM + OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED REF REFERENCE _,�� ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSE. SUPPLEMENTAL GROUND CONDUCTOR NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. LEG 1 BLACK _ RF RADIO FREQUENCY O''�'� 240/120 10 yy II 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DEFORMED LB.D. TO BE DETERMINED ...1 2-POLE THERMAL-MAGNETIC CIRCUITLEG 2 RED r �1. T.B.R. TO BE RESOLVED 25.NONMETALLIC RECEPTACLE, SWITCHRAND DEVICE INDOORS OR SHALL MEET TE EXCEED NEMA UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 4.785 BREAKER OS 2; AND RATED NEMA 1 (OR BETTER) OR WEATHER PROTECTED (WP OR AC NEUTRAL N WHITE WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS TYP TYPICAL BETTER) OUTDOORS. "B"AND ALL HOOKS SHALL BE STANDARD. UNO. REQ REQUIRED ° e SINGLE-POLE THERMAL-MAGNETIC GROUND (EGG) G GREEN EGR EQUIPMENT GROUND RING CIRCUIT BREAKER ""RED-POLARITY MARK AWG AMERICAN WIRE GAUGE 26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE VDC POS + AT TERMINATION 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. MGG MASTER GROUND BAR CHEMICAL GROUND ROD 02/14/2019 STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: *BLACK-POLARITY EG EQUIPMENT GROUND BCW BARE COPPER WIRE 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES VOC NEC - MARK AT CONCRETE CAST AGAINST EARTH 3 IN. TEST WELL SAD SMART INTEGRATED ACCESS DEVICE AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND TERMINATION CONCRETE EXPOSED TO EARTH OR WEATHER: GEN GENERATOR CD' DISCONNECT SWITCH STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ., TION LAW OR ANY PERSON, #6 AND LARGER 2 IN. EGR INTERIOR GROUND RING (HALO) ITISAVEYAEAC'II ACTING ThEDIRECTI #5 AND SMALLER & WINE 11/2 IN. RBS RADIO BASE STATION ® METER 28.INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "AT&T". PHASE A BLACK UNLESS THEY ARE ACTING UNDER THE DIRECTION CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 240V OR 208V, 30 PHASE B RED(ORG. IF HI LEG) OF A LICENSED PROFESSIONAL ENGINEER, GROUND: 29.ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD PHASE C BLUE TO ALTER THIS DOCUMENT. SLAB AND WALLS 3/4 IN. • EXOTHERMIC WELD (CADWELD) INSTALLED, BEAMS AND COLUMNS 11/2 IN. (UNLESS OTHERWISE NOTED) PHASE A BROWN 48OV, 30 PHASE B ORANGE SHEET NUMBER: VISIO) 5. A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, • MECHANICAL CONNECTIONI, UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. PHASE C YELLOW T-2C1 2 1 \ GROUNDING WIRE * SEE NEC 210.5(C)(7)AND (2) `\ csst,>sIALNOTBS• 1. THE WIRELESS COMMUNICATIONS FACILITY COMPLIES WITH FEDERAL 4111110, STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1966 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AT$cT AGENCIES 2. NO EXISTING PARKING SCALLS ARE BEING ADDED OR REMOVED AS PART OF THE NEW INSTALLATION, 3. NO GRADING WORK IS INCLUDED IN THIS SCOPE OP WORK ON THIS PAGE. 4. PROPERTY LINES SHOWN ARE PRELIMINARY AND DONE WITHOUT THE BENEFIT161 INVERNESS DRIVE WEST,2ND FLOOR OFA SITE SURVEY. \ ENGLEWOOD,CO 801.12 5. A SOILS TEST HAS NOT BEEN PERFORMED. THE ANALYSIS IS BASED ON PRESUMPTIVE SOILS PARAMETERS. 4. CROWN CASTLE - 1505 WESTLAKE AVENUE NORTH,SUITE 800` SEATTLE,WA 98109 J SEE PARTIAL--\ ADJACENT APN: _ mW \\\ .••rrr OENLARGED 1S126CA00900 �z S hq4 SITE PLAN LUNINU: MUG e,� \ - � • Iy rg.LEAF` o• Ii PROPERTY LINE{ -_A-.at 46 i \ „.„-v_,_,,,,.:,,,, ' I „ I( ......... 1::,), I ADJACENT AEN: ` t9 SW B�.UM RO 15126CA00700 COMMUNICATIONS i`� ZONING: MUC I ADJACENT APN. 436-5'± ♦ I 944 CALLS AMANECER,SUITE E 1S126CA00B00 - I� ZONING: MUC SAN CLEMENTE,CA 92673 a �' \` PARKING-� _ -_..� .a� Z�ACENT APO ViM/W.IEAFCOMM.COM wPc I ' TEL(919)388-0192 2 ONING: ___�__-._.___.._._ a (E)AREA (TYP) 'A. ADJACENT APN: I ti-' i�I I 1S126C800500 -J ! APN: 1S1260000300/52201064 ! -- PROPERTY LINE ZONING: MUC ZONING: MUC rn - _ -— '1 _..__—-,._.___ -- � AREA 46.24 ACRES3�!\_,PROPERTY LINE ' I —_ _ _-_ — r T _ SUMMIT Y AT&T SITE NUMBER PW11 PROPERTY LINE �II --� V-_-.i I ( PROPERTY LINE `I ' • BU.J t:879570 �� I+Z 1 J. w _ tt O �I �_ ,� -, ADJACENT APN: i �' _ WASHINGTON SQUARE MALL w ,I I J j c, 1S126CD00200 . 4/ . I~ • Ia ZONING: MUC p '" 1 ADJACENT APN: -(E) BUILDING ' Ip 2 % nil I sl2sc0003o0 (TMP) W ' 9302 SW WASHINGTONT� SQ RD ZONING: MUC ..PROPER /3 ,1 I • • ` 0 TIGARD,OR 97223 1y LINE pl '__ __ -.,SW WASHINGTON SOUARERD ® WO21111Ki•` EXISTING 8T-0"MONOPOI.1? PROPERTY LINE �C i a �. i ADJACENT AEN: �I __ I i ZONING:00100 +� ZONING: MUC 1 l '/1 / Q ADJACENT APN: •'� £., ` J s126c000500 ISSUED FOR / ZONING: MUC O s� :I , II 0 E CROWN CASTLE / SW BLUM RD �y, w COMPOUND SEE (E) / REV DATE DOWN DESCRIPTION DES./QA '''4 c+ I ? 0 01/27/2019 SD PRELIMINARY LQN .�\ `Z / EQUIPMENT PIAN ____ ..__- _ __ __ .__ Q / 1 ___ __ __________ 1 02/12/2019 MA CONSTRUCTION LQN Mei OA ,w 1 ` // pa ` / 11 S2 %1 PROPERTY LINE_ i!a 1 I _ � IIILEAF 1 � COMMUNICATIONS •1 + w o\ \ S ADJACENT APN: 15126000040AgpA I a ZONING: MUCO •,.. 9�£�£O NOFF�@,O �\ :s id.f 4' 0 EF,), 2 r C 94203PE 9r ^ 1a .I moi. ':,:I n - , I -- LEGEND 02/14/2019 EDGE OF PAVEMENT CHAIN LINK FENCE ' IT 1S A VIOLATION OP LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD WIRE M. OF A LICENSED PROFESSIONAL ENGINEER, ADJ.PROPERTY LINE To ALTER THIS DOCUMENT. O SITE PLAN !I, PARENT PROPERTY —' — — pp II SHEET NUMBER: SIO 1),, aIIIiFI! (!Y1Illh. PARTIAL ENLARGED SITE PLAN \�J!I�p�!Ilm ir ( MAL qSCALE: 000"(NLLNE) 411, BUILDING 1 1 200' 100 0 200' 7"m 400'-0"(t 1x17) 0 SCALE: 0 1"=20'-0"(FULL SIZE) 20 to—Z-20' t"=4o'-0"(11x/2) --‘1110110 NOTE:BOLD DENOTES NEW EQUIPMENT �T&T EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE 161 INVERNESS DRIVE WEST,2ND FLOC, ENGLEWOOD,CO 80112 SECTOR POS. TECHNOLOGY ANTENNA CENTER EQUIPMENT SECTOR POS. TECHNOLOGY ANTENNA CENTER EQUIPMENT CROWN LTE 700/1900 (1) TT19-086P711-001 LTE 700 1900 (1) KAELUS DBC0135F3V92-1 } : ALPHA Al (1) COMMSCOPE RV4PX:31OR-V2 (1) RRH2x40W-07L ALPHA .. / (1) ACE XXQLH-654L4H8-IVT 68'-6" (1) AIRSCALE RRH 4749 B12/814 320W LTE 850/AWS (1) 5 RRH X3O- LTE AWS AHLBA r.) CASTLE (1) 825 RRH4X30-4R (1)AIRSCALE RRH 4T4R 825/66 320W l'''' T= (1) RRH2x40-AWS+RDEM ALPHA A2 UMTS 1900/850 it COMMSCOPE RV4PX310P.-V7 (1) RRH4x25-WCS-4R UMTS 850/ LTE (1) AIRSCALE RRH 4T4R 85 160W AHCA r LTE WCS ( - ALPHA A2 wCS/850/50 850 (1) ACE XXOLH-654L4H8-IVT 58'-s" (i) RRH4x25-WCS-4R I'05��ESTLAKI,,Ai AVENUE NORTH,SUITE 800 (1) DC6-48-60-18-8F (1) Dc6-49-60-18-6F SEATTLE,WA 98109 LEE 700/1900 1714-nxRPI (1) KAELUS DBC0135F3V92-1 �_ Ff:- a'� (l) COMMSCOPE RV4PX310R-V2 LTE 700/1900 LTE 850/AWS "` ( ') ' -L r. I '?' I (1) ACE k:XOLH-654L4H8-Nf 68'-6" (1) AIRSCALE RRH 4T4R 812/814 320W LTE AWS ®•LEA F (1)18255 RRHH44X305 4R (1) AIRSCALE RRH AHLBA B25/66 320W (1) RR H2 x40-AWS+RDEM AHFIB ,I UMTS 1900/85C (1) COMMSCOPE RV4PX;31 OR-V2 (1) RRH4x25-WCS-4R BETA UMTS 850/ LTE (1)AIRSCALE RRH 4T4R 85 160W AHCA LTE WCS (1) 006-48-60-18-8F WCS/850/50 850 (1) ACE XXOLH-654L4H8-IVT 58'-6" (1) RRH4x25-WCS-4R (1) DC6-48-60-18-8F COMMUNICATIONS 944 CALLE AMANECER SUITE E SAN CLEMENTE,CA 92873 tE 700/1900 j+,) COMMSCOPE RV4P%310R-V2 a'_5" (1) TT79-OBBPill-001 - LTE 700/1900 (1) KAELUS DBC0135F3V92-1 WWW.LEAFCOMM.COM TE 850/AWS (1) RRH2x40W-07L GAMMA ,. / (1)ACE XXQLH-654L4H8-IVT 68'-6" (1) AIRSCALE RRH�4 4 812/814 320W TEL(949)388-0192 LTE AWS I LBA (1) RRH2x60-850 (1) 825 RRH4X30-4R (1) AIRSCALE RRH B25/66 320W J AHF'FIBIB ;.L,.,<., '.1fTS 1900/850 (1) COMMSCOPE RV4PX310R-V2 - (1) RRH2x40-AWS+RDEM GAMMA UMTS 850/ LTE 1 ^ (1)AIRSCALE RRH 4T4R 85 160W AHCA LTE WCS (1) RRH4x25-WCS-4R -- WCS/850/50 850 ( )ACE XXQUI-654L4H8-IVT 88_8 (I) RRH4x25-WCS-4R AT&T SITE NUMBER:PW11 BU#: 879570 WASHINGTON SQUARE MALL C)EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE SCALE: N.T.S. SCALE: N.T.S. 9302 SW WASHINGTON SQ RI) TIGARD,OR 97223 . NOTES: O _ NOTE: I.CONTRACTOR TO REFER TO FINALRFDS FOR DETAILS. NOTE: EXISTING 87I-011 MONOlTl OLI:. LEAF COMMUNICATIONS HAS NOT PERFORMED LEAF COMMUNICATIONS HAS NOT PERFORMED ANY MOUNT ANALYSIS. PLEASE REFER TO ANY MOUNT ANALYSIS. PLEASE REFER TO THE MOUNT ANALYSIS (SEPARATE DOCUMENT) THE MOUNT ANALYSIS (SEPARATE DOCUMENT) FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. c ISSUED FOR: REV DATE DAWN DESCRIPTION DES./QA 0 01/27/2019 SD PRELIMINARY LQN 1 02/12/2019 MA CONSTRUCTION LQN li (E)AT&T DC SQUID TO REMAIN --, (E) AT&T DC SQUID TO REMAIN (2-- // / (2 TOTAL) TOTAL) (ALPHA) (ALPHA) 40' AZIMUTH 40'AZIMUTH (ALPHA) (ALPHA) ...__.,.,"... _ 40' AZIMUTH 40' AZIMUTH iLEAF (E) 87'—O" MONOPOLE "a A2 - (E) 8T-O" MONOPOLE-�-- ,�'"� 1 � � A2 COMMUNICATIONS 70-- ;, (F)AT&T 6'-8"0 /' ,, !� (E) AT&T 6'-6"0 (E)AT&T RRHS TO BE REMOVED rr 111y / - y CONCEALMENT SHROUD NEW AT&T RRHs STACK MOUNTED ON NEW- ; ; CONCEALMENT SHROUD RRH2X40W-07L )� pB A "� S1 PROPOSED PIPE MOUNTS (3 TOTAL, 1 PER SECTOR) ( ' #y ! AIRSCALE- RRH 4T4R 812/814 320W AHLBA ' ��"'ip ik II �- RRH2X60-850 , d W g A0" ` p -(E)AT&T ANTENNA TO BE REMOVED (3 TOTAL, 1 PER SECTOR) t ." € A. I''4 NEW AT&T ANTENNA MOUNTED (3 TOTAL, t PER SECTOR) fi .,� g (1) COMMSCOPE RV4P%310R-V2 AIRSCALE - RRH 4T4R 825/66 320W AHAB 4 J * TO NEW SECTOR FRAME EO PROF 625 RRH4X30-4R `� ,. •f 81 . / B2 61 '+ 92 ACE- XXQLH-654L4H8-IVT 8R ES' (3 TOTAL, 1 PER SECTOR) ; `- �_ s d (6 TOTAL 2 PER SECTOR) (3 TOTAL, t PER SECTOR) •*Lig* �` 9� GINE SAO RRH2X40W-AWS+RDEM O \ �" /' AIRSCALE - RRH 4T4R 85 160W AHCA �iA a (6 TOTAL 2 PER SECTOR) �Xa �c� 2 (3 TOTAL, 1 PER SECTOR) N'0�� (BETA) I °° (BETA) (3 TOTAL, t PER SECTOR) \‘,.. �,,' (BETA) 4/ ;.''' (BETA) W y 120' AZIMUTH 94203PE 120' AZIMUTH "� 120' AZIMUTH �+. ,,, 120' AZIMUTH ',. tm" Cl C2 " 2 ..,_. (GAMMA) i ClCt \ T (GAMMA) 270' AZIMUTH �+. (GAMMA) 210' AZIMUTH (GAMMA) 210'AZIMUTH I� r•. I� \------------(E)AT&T RRHS TO REMAIN 210' AZIMUTH ___ / / - RRHX25-WCS-4R �\ RR)HX25TWCS-4RO REMAIN 'FSR 29 ZO " RAD CENTER Q 58'-6" ' RAD CENTER 68' 6" (3 TOTAL, 1 PER SECTOR) / PAD CENTER 58'-6" RAD CENTER 68'-6" (3 TOTAL, 1 PER SECTOR) q 11PERS 02/14/2019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: EVISIO . ISANTENNA LAYOUT PROPOSED ANTENNA LAYOUT �/ ®EXT1NG 3/8"=1'-0"(FULL SIZE) .nal���������i�PI!II,. 3 8 1 0 (Full SIZE) \,..._ A_3ml,�ij�I����VIu�. 1 SCALE: z o r 3/,6"=1'-D"(nxn) OSOA , O .. 1 (I117) NW J • 1 TOW 4111110 � `` I,TOWER E[EVA'170N IS FOR SCHEMATIC PURPOSES ONLY.LEAF COMMUNICATIONS ` DOES NOTCONFIRM ETDSTTNG SITB CONDITION INCLUDING,BUT NOT UMITED TO, NOTE: ANTENNA HEIGHTS,ANTENNA AZIMUTHS AND MOUNT TAILS.CONFIGURATIONS. 1.PROJECT SCOPE T ALRE DOES NOT 2.CONTRACTOR TO REPER TO FINAL REDS FOR DETAILS. INCLUDE A STRUCTURAL EVALUATION OF THIS POLE OR STRUCTURE. NEW EQUIPMENT SHOWN ON THIS PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE POLE AND ITS FOUNDATION HAS THE .N..__.-..- CAPACITY'TO ADEQUATELY SUPPORT THE E TOP OF TOWER _ _ (�10P OF TOWEERR,,yy E .-e/-6 AGL+ EQUIPMENT. PRIOR TO ANY INSTALLATION, , -"— ELN.=BI-6 AG.Y 161 INVERNESS DRIVE VG'EST,2ND FLOOR I, A STRUCTURAL EVALUATION OF THE POLE OR STRUCTURE SHOULD BE PERFORMED. I I \ ENGLEWOOD,Co 80112 //'' .REFER TO THE STRUCTURAL ANALYSIS ' / (E)COAT&TAT&LMENT65HROUD (E)ANTENNA CENTERLINE(BY Op; � (SEPARATE RA DOCUMENT) FOR ADDITIONAL I (E) AT&T 6'-6"0 (EI ANTENNA CENTS INE(6r O1N 1 51 ' \\ FI I / EEIL.££YY 3.STRUCTURAL ANALYSIS DONE BY OTHERS. I CONCEALMENT SHROUD a '=as�oC� / ` CROWN !-- (E) AT&T ANTENNA TO BE REMOVED 1. --NEW AT&T ANTENNA MOUNTED CASTLE / (1) COMMSCOPE RV4PX310R-V2 TO NEW SECTOR FRAME ,� (B TOTAL, 2 PER SECTOR) ACE - XXQLH-654L4H8-IVT „ = (6 TOTAL, 2 PER SECTOR) 1505\b E5"I'1.,1L[? \\'1Z ytE NORTF[,SUITE 800 ',' /,/ 1----(E)AT&T RRHS TO REMAIN -----(E) AT&T RRHS TO REMAIN N%. / I� �' RRHX25-WCS-4R - //////''' RRHX25-WCS-4R ` SldTT1.6,ACS1)8109 /' - (3 TOTAL 1 PER SECTOR) / (3 TOTAL, 1 PER SECTOR) (E)TOP OF AT&TANIENO /J 1 Y ""'°P OF'dkT AMkMIAL \0/, ELEV.=7T-6'ACl r., DEV. 1T-!'A6li . , �/ I (E)AT&T RRHS TO 2 oDwA 0ED I ( NEW AT&T RRH.STACK MOUNTED ;l ( .. RRPER SE OR) �'' (EJ AT&T MOUNT A ANTENNA COihRL1NE,y I (N1 AT&T IKON&NIIOIM LEA F ELN.=36-e"AM"' NRSCME- RRH 4T4R 872/874 320W AHLBA z > tip t, TOTAL. 1 PER SECTOR) (3 TOTAL, 7 PER SECTOR) S' RRH2X60-850` yyy���,,,, AIRSCALE- RRH 4T4R 825/66 320W AHFlB (3 TOTAL, 1 PER SECTOR) ' - (3 TOTAL, 1 PER SECTOR) \ 825 RRH4X30-4R r AIRSCALE- RRH 4T4R B5 160W ARCA Ns.MMUNICATIONS (3 TOTAL, 1 PER SECTOR) 'I RRH2X4OW-AWS+ROEM '' i't - w AT&TA.L (3 TOTAL. 1 PER SECTOR) k Al i (3 TOTAL, 1 PER SECTOR)., '1%,•71- -" 1•�•It (EI 70U 9 '40 601W `��9t "'rem- (91 10P OF-6 NIIENNLL 944 CALLS AMANECER,SURE E i T IIEV 82 et?Ii.Y SAN CLEMENTE CA 92673 -)��' � ' ' VWNNLEAFCOMM.COM TEL:(849)36&0182 ..♦ `♦, (E)AT&T MOUNT A ANTENNA CENiERUNE,I ,,1-',-'1' , - ergs \.,.. / ALLY i : (Nl AT&T MOM A MRENNA ` J 4111 ELN.=S6'-6 ♦ _ IIEl>-� I. LI ‘t)(4‘ ,...„„ 81*'* 1 104 4 .. 40)1- 2 1,'4(* ' --'•- ,, ,, *.T6Ok• 1 1110''' : r it 1- 4,k: ; ....44114, ..,... it AT&T SITE NUMBER:PW11 �. � — BLT#: 879570 -----------NEW AT&T FEEDIJNES ! r (4) DC TRUNKS (3/4•) WASHINGTON SQUARE MALL . • ! ! w ! ! 9302 SW WASHINGTON SQ RD IL A--- (E) AT&T FEEDLINES A - --- : -... --(E) AT&T FEEOLINES A /, pj (2) FIBER TRUNKS (3/8")� A �j -. A(2) FIBER TRUNKS (3/8")[ TIGARD,OR 97223 '�," "7- (6) COAX CABLES (7/8") >`- 6) COAX CABLES (7/6")' "' " " I � EXISTING 87'-0"MONOPOLE (Ek)187.-0" MONOPOLE �, 1 T 10.4 1 - * (E) 87'-0"MONOPO IE J 1111:10A" *501 P` v� • wee ��Pt f '� I , ♦ ,1 ` ISSUED FOR: !-- •� O. apir- • RLN DATE DRWN DESCRIPTION DES./r3A�''FF�` 001/27/2019SDPRELIMINARYLQN—a./f" b,. . > , .,yam �c 7 02/12/N119 MA CONSTRUCTION LQN L , }<y r 011.411 �!1'i a . .4� � r - ' ,.. `l.T.p A� ._. ..:a si^' ari' ..�• .14-r! 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TIEISAVIOLATTONOFI.AW FORANYPERSON, tai UNI ESS”[HIFY TRF.ACITNG UNDf:R THH U(RECTION OP A ITCl'$I:D PROC L SS)ON• '3 I NI INLI 0, TO,M I'FR THIS DOCENIEN1'. SHEET NUMBER: EVISIO EXISTING TOWER ELEVATION PROPOSED TOWER ELEVATION A 11/4( 1 SCALE: 3/16:-1'-0"(FULL SIZE) TSCALE: 3/16"=I'-O"(FULL SUE) A_4_� 4 2 0 4' 3/32:-1'-0"01x17) 4 2 - 4' 3/32"=1'-0"(71x17) 1/'-•'�\1 L / / '....S\ MANUFACTURER:ACE MANUFACTURER: NOKIA MANUFACTURER: NOKIA 411110 MODEL: XXOLH-854L4H8—IVT MODEL:AHCA MODEL: AHIBA - AT&T DIMENSIONS, HXWXD: 96.00"x1 9.70'x7,50" DIMENSIONS, HxWxO: 1 3.30"x 1 1.60"x6.50" DIMENSIONS, HXWXD: 28.7050 5.35"X9.45" WEIGHT: 109.40 LBS NEIGHT: 35.27 LBS WEIGHT: 101,40 LBS I MANUFACTURER: NOKIA 161 INVERNESS DRIVE WEST,2ND FLOOR MODEL: AHFIB I I I ENGLEWOOD,CO 80112 DIMENSIONS, HXWXD: 28.74")(15.35"X9,45" WEIGHT: 88.19 LBS /..°' ,, `\ - CROWN h %I.I CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE800 - SEATTLE,WA 98109 O 1 I 11 1 !!LEAF 0 0 0 0 0 = C— I! II HI COMMUNICATIONS -_ --1-1O>_ : I 944 CALLE AMANECER SUITE E II VSAN CLEMENTE,CA 92673 IIIIC� I1J ih _ - OMM.COM EL:(949 388-0192 IMR—,�— 0 4 o Ari © o tllll Illlilllllllllllt 0 _ 11' 11 HSI C�>l — Lt q I �0, 1 e 1`wommlimillimilmillisi! C1_� !�1 I u ESE-___��_ Lu LI LI LI LS TOP VIEW SIDE VIEW FRONT VIEW TOP VIEW SIDE VIEW FRONT VIEW TOP VIEW SIDE VIEW FRONT VIEW AT&T SITE NUMBER:PW11 BU#:879570 EDANTENNA DETAILBASE STATION DETAIL WASHINGTON SQUARE MALL SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 9302 SW WASHINGTON SQ RD I TIGARD,OR 97223 Nc NOTF: SHOWi°w p� � 5 NOTF' LANAHAS NOT EXISTING 87'-0"MONOPOLE sTHIS OETAL 4ilM nw S Slits.a1 NO COMMONS ALL PIPES BRACKETS AND MISCELLANEOUS HARDWARE ANTENNA NOT SHOWN FOR CLARITY TO BE GALVANIZED UNLESS NOTED OTHERWISE I.' ISSUED FOR: REV DATE DRWN DESCRIPTION DES/QA I 0 01/27/2019 SD PRELIMINARY LQN 1 02/12/2019 MA CONSTRUCTION LQN _ 99. J %11 ik ,� I" (N) ANTENNA J� EA MOUNTING BRACKET ' ,�� �� 10,......„-- � (N) RRU MCITNIMUNICATIONS (E)ANTENNA , 1 MOUNTING PIPE \\\_, --(N) ANTENNA j 0 N411114140. ',, (N) RRU MOUNTING PLATE ��ED PROFFB 11110 '''.• I �� gl GINE 3, (N) RRU 141 _'J N PIPE MOUNT 0• �' F O Ili BRACKET(TYP OF 2) cr 94203PE r IIS ..+ ------(N) ANTENNA " \1 ill MOUNTING BRACKET �� ' • ' 2‘4,40H1/4.2311, (E) ANTENNA . IS Z `7 ' — MOUNTING PIPE f02/14/2019 TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. TNEW ANTENNA & RRU MOUNTING DETAIL NOT USED SHEET NUMBER: /EVISIO SCALE: NOT TO SCALE ')SCALE: NOT TO SCALE 1E1 - '1/4... ...._ 1 � 1 J ..S.N LtDF JUMPL�R IftuNK SQUID I 4UMP13--_RRH ` RRH .-._ AT&T CABLE LENGTH TABLE 1.61 INVERNESS DRIVE WEST,2ND FLOOR TOTAL FINAL CO 80112 SECTOR DISTANCE& CABLE TYPE DISTANCE& CABLE TYPE DISTANCE&CABLE TYPE CABLE FINAL FLOC LENGTH VOLTAGE ALPHA a 20' 6-AWG ' 80 6-AWG ? 15' 5-AWC ¢ 115' 43.50 c 4e" BETA 20' 6-AWG 80' 6-AWG ° 15' 6-AWG 115' 43.50 UP CROWN GAMMA 20' 6-AWG 807 6-AWE 115' B--AWG 115' 43.50 CASTLE `1505 WESTLAKE AVENUE NORTH,SUITE 80(1 O2 LTE CONDUCTOR SIZES ` SEATTLE,WA 98109 J SCALE: N.T.S. \ TO ANTENNAS ®� LEAF J ..COMMUNICATIONS 944 CALLE AMANECER SUITE E SAN CLEMENTE,CA 92873 NMNV.LEAFCOMM.COM - `\ TEL:(949)388-0192 / INSTALL(4) 1/2" COAX CABLE JUMPERS-----/ BETWEEN EACH (P) RRH AND ANTENNAS AT&T SITE NUMBER:PW11 BU#: 879570 Pk()PI)-,i;., PIll III i,l'.I) PROPOSED PROPOSED PROPOSED PItt TI I.II":t) PR()POSED PROPOSED PROPOSED EXISTING I'.\ISI I NI, I.NP,I ING 111t11 111111 ARE RRH RRH 11011 RRH RRH RIOT RRH Rim No I WASHINGTON SQUARE MALL UUIJ [JUL! UUU uuu UUU UUU uuu uuu uuu UUU u uuy UUU 9302 SW WASHINGTON SQ RD TIGARD,OR 97223 L r = EXISTING 87'-0"MONOPOLE • /Th • F / ISSUED FOR: .-- - + REV DATE DRWN DESCRIPTION DES./Q. r y y ` 0 01/27/2019 � PRELIMINARY LQN .... °"" I °u u 1 02/12/2019 MA CONSTRUCTION LQN INSTALL (1) 2-PAIR-FIBER CABLE 1 %.9. J BETWEEN EACH (P) RRH AND \ / RAYCAP SURGE PROTECTION UNIT INSTALL (1) ALARM CABLE RAYCAPBETEENS SURGE PROTECTION N UNIT INSTALL (1) SET OF (2)-#4 DC CONDUCTOR BUNDLES BETWEEN EACH (P) RRH AND RAYCAP SURGE PROTECTION UNIT INSTALL (4) DC POWER TRUNKS -_-. RAYCAP SURGE PROTECTION UNIT IN MOUNTED EXISTIN OUN EDN NEAR RACK RRH AND UNIT - \��IyEG PN�pFSs /O INSTALL (1) SET OF (2)-#4 DC -INU �� 6.,,,s /01, CONDUCTOR BUNDLES BETWEEN . _ _ r 94203PE vVc EACH (P) CIRCUIT BREAKER AND I I (Ii)ALARM RAYCAP SURGE PROTECTION UNIT /11 MOUNTED ASF O 1 SUPPRESSOR -,I SURGE FSRq H.H.PERS EXISTING POWER PLANT- - 0 I-1 (E)RACK I J,(�,. I MOABI) I EXISTING BUS INSIDE -- 02/14/2019UNTED EXISTING POWER PLANT - - _J LEGEND IT IS A VIOLATION OP LAW POR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION " FIBER CABLE OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. POWER CABLE SHEET NUMBER: EVISIO� ®DC AND FIBER SYSTEM SCHEMATIC tom,}/)SCALE: N.T.S. ALARM CABLE D-2 1 c -:s.. AT&T >6> IAA IRvI ti,,I)RIA I \\,,,, 2A'>)0.(X I A(,LEVY(l I),I,UROI0 1 a.ro► CROWN gal144 CASTLE 1505 VI STLAKE AVENUE NORTH,SUITE 800 - SEA 109 liti — r— .,7 Lo Biu,ow H tow. S Antenna POS5 Antenna b. L I7IPS/L9/AW$ 4,1 0 LAWS SU lu -.- PO' 4.r `— _ .. �. - 944 CHILE AMANECER,SUITE E en ease sese - Fuu u4:� "- '"' ' •— SAN WV9WLEAFCOMA OM 2673 Yq YY Y Y tease MO MI NA TEL(949) N0192 1 I/ TEL(949)388-0192 ji LOW LON H. H. LOW LOW H. H. LOY, LOW HI. H Antenna POSE Antenna POSE Antenna POSE S S U8/LsIWC3 UBA.BIWCS S U8/L11IWCS „tom " AT&T SITE NUMBER:PW11 if fill' r® -fib iii " I T r I 1 BU#: 879570 I I I17.V. 1 I I a ®'ane a aa�e�I aR.en I �'I DeLE a I awa�n Ka Ns WASHINGTON SQUARE MALL � � FTRC,:"S�&".52-1 i P.�I � tI I ll — I �e>aa;a,nE I I I a1aa I I „ _ - r • �F-nn_[1.C,nnn-'I pa„ a.:R MSN — — a, w RIM — _ 932 SW WASHINGTON SQ RD ,a Ban. .: en^1,^�'_' TIGARD,OR 97223 i �� IID 111 --_, EXISTING 871-0"MONOPOLE „ I r�*I 1 iiiiiif , ISSUED FOR: 10111 DATE DRWN DESCRIPTION DES/Q OC Cable DCCe18e 0 01/27/2019 SD PRELIMINARY LQN MI 02/12/2019 CONSTRUCTION LQN iI Fib T Fiber Trurl r17.1 (- E IIIII %. ' I ' LEAF _n- COMMUNICATIONS n —.-.] • ux il Power Plan, UMTS ° se Power Wa t UMTS - UMTS 850 850 Power Plant 850 Cabinet i Cabinet Cabinet eEDPRORFS tV, 4'a G INEFS SOT Q" 94203PE T- Alltit ,.,,,SRq N.PERSE~. 02/14/2019 IT IS A VIOLATION OF LAW POR ANY PERSON, UNLESS THEY ARE AC TNG UNDER THE DIRECTION OP A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DC WIRING DIAGRAM SHEET NUMBER: 1EVISIO . \ OScALE: N.T.S ` D-3 1 i tc ---. 4...,,, AT&T 61 INVERNESS DRIVE'/EST,2ND FLOOR ENGLEWOOD,CO 80112 .4i.'1 CROWN "44.0 CASTLE _\ �, ,,, sn;WESTLAKE AVENUE NORTH,SUITE 800 (E) 8T-0" MONOPOLE--` =/ ✓ / � /� SEATTLE,AWA 98109 (I) MASTER GROUND BAR • ,` \1 t, LEA F _ qr^ '' ....COMMUNICATIONS A 944 CALLS AMANECER SUITE E NEW #2 GROUND FROM '�, NEW #2 GROUND FROM '�. ,+.' 944 SAN CLEMENTE,CA 92873 EQUIPMENT TO GROUND EQUIPMENT TO GROUND `',:.,,, y,, UM1C MN,LEAFCOMM OM BAR (TYP) BAR (TYP) .. TEL(949)38&0192 / AT&T SITE NUMBER: PW11 BU#: 879570 Orll����l ANTENNA GROUNDING PLAN WASHINGTON SQUARE MALL SCALE: i-'-,.''f'—tea ,,��=...i' 1//4:7=1:7"-g-^(�:i7jlzE) ® 9302 SW WASHINGTON SQ RD TIGARD,OR 97223 EXISTING 87'-0"MONOPOLE NEW#2 GROUND FROM EQUIPMENT TO GROUND BAR (TYP) x x x - x - x x x - — -O °" ; 11111TH} I I [ 1 I ux ' ' x x - x - x - 0 ISSUED FOR: (_ rI I �� - I 1 REV DATE DRWN DESCRIPTION .DES-/QA A H— I 11 —x— --4-— — I — 0 01/27/3719 SD PRELIMINARY LQN 1 02/12/2019 MA CONSTRUCTION LQNL I 1i IIIMMIRMIIIII / II I—II il i •1LEAF asCOMM IUMCATIONS II off , h � � I_ I1f I I �/ ��l(kIi �1l , 1 111,11 LLtL1 _._ �1.. I . , , L ._i 1 0�ED PROFFS f 11 5� OINE S 11 94203PE yr w: 1 w O \ ) N / , 'F • 29,20• SRq H.PERSE:' T ' `- 02/14/2019 ITIS A VIOLATION OF TAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION _ PA LICENSED PROFESSIONAL ENGINFiFtR, I--`TI ( TO ALTER THIS DOCUMENT. \EQUIPMENT GROUNDING PLAN KI��i�, SHEET NUMBER: EVISIO T SCALE: z' �o r 1/2"=r-0'(FULL SIZE) G — 1 1 1 C -- 8" PVC PLUG AT&T — TO ANTENNA COAX TO ANTENNA COAX --- 8"PVC PLUG CPLG. (THRp.) T/FINISH GRADE —� l /�'� ``*` �— COPPER/GALVANIZED GROUND BAR -`- COPPER/GALVANIZED GROUND BAR ' I I fl / r {. �. s 161 INVERNESS DRIVE WEST,2ND FLOOR / y�l � to, � r���� III ENGLEWOOD,CO 80112 J 0 0 o a0000000000000 0�0 0000000000aoo -Y Z T, m.A. As' •x T \\\ o 0 0 00000000000000 0 1OOOOOOOOO000OO i'''''',.. H Ci----- e 04� II et • �L� ••AA �. 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0® ® 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1�, • 4. SUBGRADE c #2 SOLID TINNED COPPER CONDUCTOR TO i--- 2"SOLID (TEST LOOP) CROWN TOWER/SHELTER GROUND RING (2 TMP. FOR a :9, � /---- PNOTCH SIDESO WO F 8" PVC SCH 40 TWO HOLE LONG BARREL -- TWO HOLE LONG BARREL COMPRESSION LUG BOTTOM GROUND BAR ONLY) N I OF GROUNDL RING EXIWT�ENTRANCE � CASTLE COMPRESSION LUG (TYP) (TYP) o EXOTHERMIC WELD --- w • 1 \ — MI / NOTES: u' - - l 1505 WESTLAKE AVENUE NORTH,SUITE 800 NOTES —I 1 1-1�I— T 7-111-- I I—\1-\-H SEATTLE,WA 98109 1. DOUBLING UP "OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. IR \ -- TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). ) ___ 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL 3. GROUND OMR MIN ISOLnItu ruOM 9X WING OR SHE Ll tri. -- / 1 2/0 TrrvnED CD EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE =LEAF ON TES. `— 5/8"0 x 10'-0" LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE VERTICAL ..COMMUNICATIONS 2. GROUND WIRE SHALL BE MIN. 30"BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER)AS PER N.E.C. ARTICLE 250-50(D) 944 CALLE AMANECER,SUITES SAN CLEMENTE,CA 92673 W W W.LEAFCOMM.COM TEL:(949)388-0192 ANTENNA GROUND BAR DETAIL ®TOWER GROUND BAR DETAIL PORT DETAILOSCALE: NOT TO SCALE SCALE: NOT TO SCALE ®INSPECTION SCALE: NOT TO SCALE * 10 AT&T SITE NUMBER:PW11 NOM `TUBAL ANN-19S 121 "°`'°`°"G°" BU#:879570 TO TOWER MOUNTED EQUIPMENT-- '�µ � �'we caNrccnws (TYP) STAINLESS STEEL BOLT WASHINGTON SQUARE MALL MONOPOLE / TO ANTENNA— (.TYP) /.T ANTENNA GROUND BAR STAINLESS STEEL LOCATED AT MCL FLAT WASHER 9302 SW WASHINGTON SQ RD I I (BONDED TO TOWER STEEL) 2-HOLE CRIMP/ (TMP) COMPRESSION M-m- 1 1 TIGARD,OR 97223 STANDARD COAX 2 HOLE LUG (TYP) CONNECTOR s. CABLE GROUND KIT (TMP) r � ��� BAR EXISTING 8T-O"MONOPOLE. 6 AWG STRANDED Cu WIRE-- \�� ��I WITH GREEN, 600V,THWN I` INSULATION (OR AS PROVIDEDiffillr7'-� -_ STAINLESS WITH GROUND KIT) (TYP) r� FLAT WASHER EEL /_iis sill STAINLESS STEEL - - .0 (TYP) BELLVILLE WASHER STAINLESS STEEL NUT 6"WIDE METALLIC HTEL I (TYP) (GYP) GRADE -- WARNING/LOCATOR TAPE AT ISSUED FOR: MECHANICAL CONNECTION SINGLE CONNECTOR AT GROUND BARS 12'DEPTH I (YP) N ' •T -. 24 �T REV DATE DRWN DESCRIPTION D COAX GROUND BAR WITH STAINLESS STEEL BOLT '� 0 01/27/2019 SD PRELIMINARY LQN COAX CABLE INSULATOR, CONNECTED z ) • 1 02/12/2019 MA CONSTRUCTION LQN (TMP FOR ALL)�'� DIRECTLY TO THE BOTTOM ) OF MONOPOLE. SEE NOTE 1. FLAT AIN WASSSHERTEEL o M s ( EXOTHERMIC WELD C TO BTS EQUIPMENT VIA— ��! I MIS 11•1 \ J • �I S —BA2 SOLID P TINNED TMP TRAY OR ICE BRIDGE DRAGON TOOTH WASHER "' ) BARE COPPER WIRE (TYP) ."�"s �_ i-- � .■� -MONOPOLE PIER ■ STEEL N �' �— l S �... GROUND WIRE ,.�."� _: LEAF GROUND WIRE- / T. 1 WO SEE NOTE 3 2-HOLE CRIMP/ COMMUNICATION!, NOTE 3 _ _COMPRESSION -- STAINLESS STEEL CONNECTOR • S /S FLAT WASHER GROUND RING (/2 AWG COPPER WIRE _ SOLID, TINNED FOR CARRIER AND ICE ----iii--ii +#-# --S __ (TYP) STAINLESS STEEL NUT BRIDGE GROUND LOOP INSPECTION WELL I EXOTHERMIC WELD (TYP) BELLVSTAINLESS LLE WASHER (TMP) GROUND RING 2/0 FOR TOWER GROUND NOTES: (TYP) - LOOP 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA SINGLE CONNECTOR AT STEEL OBJECTS ...-- 4EOPROFF LOCATION AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET IN/ON THE [� gS� POLE SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. STAINLESS STEEL 411 POLE 4r�OINEF'P Oy 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. SELF-DRILLING \ / STAINLESS STEEL -. GROUND GROUND ROD 94203PE COPPER CLAD STEEL TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. METAL SCREW FLAT WASHER (TYP) (TYP) ROD W/MIN. 5/8 0 x I 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222 10'-0" LONG !, r 1. FT AND R780,R FORNTOWERS ETTO REV E OF THE STANDARD,ETHE WIRE SIZE OF 2-HOLEMCRIMP/ - \ \f�, THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED COMPRESSION GROUND RING SHALL BE 2/0 AWG. STRANDED IN ADDITION,THE MINIMUM LENGTH OF THE CONNECTOR �jrA11- r^I� GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. i DRAGON TOOTH ---� --- METALLIC OBJECT NOTES: WASHER 02/14/2019 (TYP) 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6"BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) IT IS A VIOLATION OP LAW PbR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TT)ALTER THIS DOCUMENT. ®TYPICALTPNANTENNACCLA ABLE GROUNDING ®HARDWARE SCALE NOD OAILSOR EXT. CONNECTIONS ®GROUND LE NOT ORODODECAILE SHEET NUMBER: VISION G-2C1 WIRE SIZE BURNDY LUG BOLT SIZE • `'y oto �R #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NCS 2 BOLT TYPF Hit TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC 5 2 BOLT AT&T #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC 5 2 BOLT 1` 161 INVERNESS DRIVE WEST,2ND FLOOR iT'`�„ 0+ #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT ENGLEWOOD,CO 80112 �• ,`; #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT II I i C TYPE W TYPE VN TYPE NC TYPE S5 TYPE GR BURNDY GROUND LUG W/ " LONG BARREL \ HEAT SHRINK C ROW N (SEE CHART) (CLEAR) Cre4b. ........). ;t, �, __.�,_ Nil, (TNUT YP) \\ CONDUCTOR �r CASTLE 1. 411.�r ' \ pi-GROUNDING 105 WESTLAKE AVENUE NORTH,SUITE 800 �� II4 ` !• LocK wA(DT) `� SEATTLE,WA 98109 TYPE VS TYPE VS TYPE PT TYPE Cr `,"" r -, GROUND DAR At \\ .901#.-. DLQIL 1. ERICO EXOTHERMIC "MOLD TYPES"SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC *� \ (SEE CHART) ��L E A F MOLDS TO BE USED FOR THIS PROJECT. \ 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. \\ (TMP) BURNDY TWO HOLE LUG W/ ..COMMUNICATIONS CADWELD GROUNDING CONNECTIONS \ LONG BARREL (SEE CHART) 944 CALLS AMANECER SUITE E OSCALE: NOT TO SCALE BARE WIRE TO BE SAN CLEMENTE,CA 92673 V < NO-OX AT BOTH ENDS WAW.LEAFCOMM.COM TEL(949)388-0192 TO ANTENNAS /-STRANDED (GREEN INSULATED) ONLY FOR #6 AWG f ,,,1` is �� (SEE CHART) ANTENNA CABLE c"o (TYPICALLY) 12"TO 24" J 1V WEATHERPROOFING 120"MAX. RX2 s • TX1/RXi KIT t y (TYP) AT&T SITE NUMBER:PW11 �■4 1 / l NOTES: um.—1 COAX JUMPER (TYP.)---'''I''' GROUND KIT ' (TYP) 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4 ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL BU#:879570 WEATHERPROOFING HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR,GROUND LUG, KIT (SEE NOTE 3) CONNECTOR— ' I --#6 AWG FLAT WASHER AND NUT. WASHINGTON SQUARE MALL WEATHERPROOFING KIT SSSS'' MECHANICAL LUG CONNECTION CABLE GROUND KIT (TYP. SEE NOTE 2) ., N. ----COPPER/GALVANIZED PI A►� /' COAX GROUND BAR, ®SOALE: NOT TO SCALE 9302 SW WASHINGTON SQ RD #6 AWG STRANDED COPPER GROUND WIRE BONDED DIRECTLY TO (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 TOP OF LIGHT POLE OR TIGARD,OR 97223 UTILITY POLE #6 AWG MIN. FROM ANTENNA CABLE CONNECTOR ANTENNA CABLE '�� CABLE GROUND KIT-�\ ROTES TO BTS EQUIPMENT (TMP.) EXISTING 87'-0"MONOPOLE ( b b -.. - -o .-.0 ro ro I. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. NOTF4 III TO GROUND RING 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND GROUND BAR ON SHELTER. ICE WIRE DOWN TO ANTENNA GROUND BAR. BRIDGE, OR ON ANTENNA TOWER ISSUED FOR: 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE REV DATE DRWN DESCRIPTION DES/QA USED. ` TD© © CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION O©©O ©©©O© ''41‘111011111'111'.. SCALE: NOT TO SCALE NOT TO SCALE 0O ©O©OO ©' SD PRELIMINARY LQN 0©©©© 1 I 91✓1z02/12/20190 01/27/2019, SD MA CONSTRUCTION LQN Nott NoiEt �Uy LEAF CCONAIUH*ICAlIONS X,15 NOT PERFORMED A ____ 1, LE0 STHU RJRAL ANALYSIS HAS NOT lIE9CPERFORMED A — — .041 SIRUCTUNAL ANALTAS ON M Cpb1EC110NS 7 / s�AF OLE .CA1UES aN CONNECTIONS *TWO HOLE LUG, OR - —GROUNDING SHALL BE EXOTHERMIC WELD TO BE USEDELIMINATED WHEN GROUND BAR 3/8-11x1"TAMPER ' WITH #2 AWG BARE CONDUCTOR V IS ELECTRICALLY BONDED TO •LEARESISTANT BOLT WIRE TO BUILDING SERVICE METAL TOWER r (TYP) GROUND OR GROUND RING COMMUNICATIONS INSULATORS --- ®GROUNDWIRE INSTALLATION SEE NOTE 2. (TYP} WALL BRACKET - r 0 ti NOTE: MINIMUM OF --- 5/5 NUT ` SCALE: NOT TO SCALE 0 0 3 THREADS TO BE //� (TYP) T , (TMP) ER 0 0 VISIBLE / -- (TYP) QII 0 0 0 -- 5/5 SPLIT ��R6D NOFFasi O 0 0 2 HOLE LONG WASHER O 4, E�9 OZ BARREL TINNED (TYP) #2 TINNED FSOLIDROM IN 3/4" LIQUID TIGHT -� PIPE R- 94203PE 0 CONDUIT FROM 24" BELOW GRADE TO 0 0 SOLID COPLUG S/S FLAT WITHIN 3"TO 6"OF CAD-WELD / 0 (TYP) 1�1 1�1 WASHER TERMINATION POINT. EXPOSED END OF �a r J O UNIVERSAL COPPER x.11. __11.12:- (TYP) THE LIQUID TIGHT CONDUIT MUST BE _ �fj I1� LOCK WASHER -,-- (il I GROUND BAR (4"x20") �j=N� SEALED WITH SILICONE CAULK. \ f�I�' \�� P/N MID 4 / 1e1 11�•i`� �I �� (TYP) TIN COATED SOLID ---- CADWELD --- \t,S \_- TWO-HOLE COPPER BUS EAR (TYP) COMPRESSION LUG INEEEEME\\ 5/S FLAT WASHER - 1-_1011 1'11 02/14/2019 NOTES• CHERRY INSULATOR Illr (TMP) ��rynN� = --- INSTALLED IF REQUIRED S/S BOLT , ��� 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE Moi TO BE INSTALLED ON CROWN 11.1 (TYP) TIE INTO EXISTING GROUND RING --- I 11111 IT LSA VIOLATION OF LAW FOR ANY PERSON, CASTLE TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. UNLESS THEY ARE ACTING UNDER THE DIRECTION NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR - MUIT A LICENSED PROFESSIONAL ENGINEER, FASHION, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. r MIIIIII��IIINII_ TO ALTER IRIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SHEET NUMBER: SIO G 3 � OUND SCALE: NOT RTO SCALE ®LUG SCALE:ETAIL NOT TO SCALE ®TRANSITIONINGANGROUND TOETAIL SCALE 1 t 1