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HomeMy WebLinkAboutPermit Building 2019-04-29PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED. VICINITY MAP I,0 i ,lor.:n4 Cobu g Fig Nv:e `e• aprR SITE LOC &ATI®N ; ee ,"-`" ur .440598 -a 22.9 arm wtlr arir�, , - ., - 11kA.•: 116 - ELt ei1e-• N" ,, o—Spnngfifeld _ e• •i ,tl v Yw a. Llf�-- K:.�RIC.V cert 5 NT'S M:�Y •,n rd Pleasant Hill at&t Your world. Delivered. HWY 126 & Mu"HAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 EG02 I EA: 10127841 GENERAL LOCATION MAP ::n❑..�. x Rd tr 3._-' YK rr � 7 � T v M, L'. Rd 17 RSI.. AA SfTE LOCATIO lib i 44 0598, :122 9877 _ Hs { { ' Cera- Y:are ISTi1 Fs ES: IE — DRIVING DIRECTIONS I FROM LAKE OSWEGO, OR: START OUT GOING WEST ON KRUSE WAY PL TOWARD DANIEL WAY, TURN LEFT ONTO DANIEL WAY, TAKE THE IST RIGHT ONTO KRUSE WAY, STAY STRAIGHT TO GO ONTO OR -217 / BEAVERTON TIGARD FWY, MERGE ONTO 1-5 S / PACIFIC HIGHWAY 1 S VIA THE RAMP ON THE LEFT TOWARD SALEM, MERGE ONTO OR -126 E VIA EXIT 194A TOWARD SPRINGFIELD, TAKE THE MOHAWK BLVD EXIT, TURN RIGHT ONTO MOHAWK BLVD, TURN LEFT ONTO OLYMPIC ST. SITE WILL BE ON THE LEFT APPROVAUSIGN OFF OF DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE CONSTRUCTION MANAGER COMPLIANCE LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER PROJECT MANAGER DEPLOYMENT MANAGER SITE ACQUISITION EQUIPMENT ENGINEER ZONING INTERCONNECT SITE ACQUISITION MANAGER OPERATIONS PERMITS RF ENGINEER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED RF ENGINEER MANAGER X PROJECT INFORMATION APPLICANT, VELOCITEL LLC. 13/0 AT&T MOBILITY CORP 4004 KRUSE WAY PL, SUITE ##220 LAKE OSWEGO. OR 97035 CAMILLE COPE PH: (503) 858-9296 PROJECT ENGINEER: VELOCITEL LLC. 576 COLONIAL PARK DR., SUITE #j200 ROSWELL, GA 30075 HUGO W. JUSTINIANO, PE PROPERTY OWNER: WARREN/HOWARD PARTNERSHIP ##3 14855 SE 82ND DR. CLACKAMAS, OR 97015 KEVIN HOWARD PH: (971) 236-9505 TOWER OWNER: CROWN CASTLE SEATTLE DISTRICT TOWER NAME: SPRINGFIELD BU## 879543 CONTACT: KATIE STANA PH: (602) 845-1747 CODE INFORMATION: ZONING CLASSIFICATION: LIGHT—MEDIUM INDUSTRIAL (1-2) BUILDING CODE: OSSC 2014 CONSTRUCTION TYPE: IIB OCCUPANCY: S-2 JURISDICTION: CITY OF SPRINGFIELD SITE LOCATION: (BASED ON NAD 83) TAX LOT #: 1703254100102 LATITUDE: N 44' 03' 35.4" (44.0598) LONGITUDE: W 122' 59' 15.7" (-122.9877) TOP OF STRUCTURE AGL: 150'-0" BASE OF STRUCTURE AMSL: t 470.0' PROJECT AREA: APPROXIMATE LEASE AREA: 280 SQ. FT. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON AN EXISTING 150FT MONOPOLE AND AN EXISTING EQUIPMENT ROOM. AT&T WILL REMOVE/REPLACE FROM TOWER. 11) LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL • 1 LTE 700 RRH PER SECTOR, (3) TOTAL 1 UMTS 850/1900 ANTENNA PER SECTOR, (3) TOTAL • 2 TMA's PER SECTOR, (6) TOTAL AT&T WILL INSTALL ON TOWER: • 1 LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL 1 LTE 850 ANTENNA PER SECTOR, (3) TOTAL 1 LTE 700 812/14 DUAL RRH PER SECTOR, (3) TOTAL • 1 LTE 850 B5 RRH PER SECTOR, (3) TOTAL • 2 #j6AWG DC TRUNKS • 1 FIBER TRUNK • 1 DC6 SURGE SUPPRESSOR AT&T WILL REMOVE FROM EQUIPMENT ROOM: • (1) LTE 850 RRH PER SECTOR, (3) TOTAL AT&T WILL ADD TO EQUIPMENT ROOM: • (1) ASIK & (1) ABIL CARD IN EXISTING FSM4 UNIT • INSTALL BREAKERS AS NEEDED IN EXISTING FIF RACK • DRAWING INDEX ' INC DWG #j I DESCRIPTION X T-1 SV -1 TITLE SHEET SURVEY X GN -1 GENERAL NOTES • •_ X A-1 OVERALL SITE PLAN e • X A-2 COMPOUND LAYOUT PLANS X A-3 EQUIPMENT LAYOUT PLANS X A-4 ELEVATIONS A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS A-7 SITE DETAILS A-8 GRADING & EROSION CONTROL PLAN A-9 GRADING & EROSION CONTROL DETAILS A-10 GENERATOR DETAILS A-11 PROPANE TANK DETAILS A-12 SIGNAGE DETAILS A-13 SIGNAGE DETAILS X RF -1 I ANTENNA CONFIGURATIONS X RF -2 RF DETAILS RF -3 RF DETAILS RF -4 RF NOTES X G-1 GROUNDING PLAN X G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS E-1 UTILITY SITE PLAN E-2 ELECTRICAL DETAILS E-3 ELECTRICAL BBU DATA S-1 SHELTER FOUNDATION DETAILS _ S-2 STRUCTURAL EQUIPMENT DETAILS LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF LANE, STATE OF OREGON, DESCRIBED AS FOLLOWS: BEING A PORTION OF LAND DESCRIBED IN DEED TO CAMERON J. WARREN AND KEVIN HOWARD. RECORDED MAY 13, 1991, RECEPTION 0. 91-21896, LANE COUNTY OREGON OFFICIAL RECORDS, AND FURTHER BEING A PORTION OF LO 3. SOUTHERN PACIFIC INDUSTRIAL PARK NO. 1, AS PLATTED AND RECORDED IN BOOK 67, PAGE 23, LANE COUNTY OREGON PLAT RECORDS, LANE COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 3, SAID POINT ALSO BEING ON THE NORTHERLY MARGIN OF OLYMPIC STREET, THENCE LEAVING SAID POINT OF COMMENCEMENT, NORTH 88'03'30" WEST 106.53 FEET, ALONG SAID NORTHERLY MARGIN TO THE SOUTHWEST CORNER OF THAT TRACT DESCRIBED IN DEED TO LONNE MORSE, ET ALL, RECORDS ON AUGUST 04, 1994, RECEPTION NO. 94-57034,SAID OFFICIAL RECORDS, SAID SOUTHWEST CORNER BEING THE TRUE POINT OF BEGINNING, THENCE LEAVING SAID TRUE POINT OF BEGINNING. THENCE LEAVING SAID TRUE POINT OF BEGINNING. NORTH 01' 53' 25" EAST 187.96 FEET, ALONG THE WEST LINE OF SAID LANDS OF MORSE TO THE NORTHWEST CORNER THEREOF, THENCE LEAVING SAID WEST LINE, NORTH 01' 54' 01" EAST 172.04 FEET, IN A DIRECT LINE, TO THE WEST TERMINUS OF THAT CERTAIN EASTERLY LINE OF THE LANDS DESCRIBE IN DEED TO WARREN/HOWARD PARTNERSHIP NO. 3, HAVING A BEARING AND DISTANCE OF NORTH 8B' 03' 30" WEST 538.00 FEET. AS SAID DEED WAS RECORDED NOVEMBER 09, 1988, RECEPTION NO. 88-471B4, SAID OFFICIAL RECORDS, THENCE NORTH 01' 56' 30" EAST 393.05 FEET ALONG THE EAST LINE OF SAID LANDS OF WARREN AND HOWARD TO THE SOUTHERLY MARGIN OF INTERSTATE 1-105 FREEWAY, THENCE NORTH 86' 53' 00" WEST 123.19 FEET, ALONG SAID MARGIN, TO A POINT BEARING SOUTH 86' 53' 00" EAST 93.67 FEET FROM THE NORTHWEST CORNER OF SAID LOT 3, THENCE LEAVING SAID MARGIN, SOUTH 01' 56' 30" WEST 755.58 FEET, PARALLEL TO THE WEST LINE SAID LOT 3, TO A POINT ON THE AFORESAID NORTH MARGIN TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON. MOBILITY o °ATBTMOEtLTYCC�RPo 19F0� SW 72ND AVE., GTE: 200 TLALATIN, t)R 970112: D • ••• as 4004 KRUSE°WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAT: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/1 I I EXPIRATION DATE: 06/30/2019 11 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: TITLE SHEET SHEET NUMBER: REV. 0 T-1 O QG •• Lc4,11c comp al to v re eso s tutions G • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA®: 10127841 DRAWN BY: MH CHECKED BY' JW CURRENT ISSUE DATE: 3/11/19 ITHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: GENERAL NOTES SHEET NUMBER: TLV. GN - N- 0 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION ww w w 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL • • w r e e w• • • GENERAL NOTES: GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES a a • • • 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND OWNER REQUIREMENTS. t O �+ t �}& SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR TO POLE NOTES: ; 4 _� i •• THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO -LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMETERS OR A MINIMUM OF 2'-0°. LAP ADJACENT MATS OF WELDED WIRE • • cPRGF3. • • PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. FABRIC A MINIMUM OF 8° AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT 1'14ED • cA4gT MOBt�ITY Com?. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. • 19801 SW 72QIC?AVE®ST,-.200 LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. A/C TUALATIN, OR 97062 O QG •• Lc4,11c comp al to v re eso s tutions G • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA®: 10127841 DRAWN BY: MH CHECKED BY' JW CURRENT ISSUE DATE: 3/11/19 ITHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: GENERAL NOTES SHEET NUMBER: TLV. GN - N- 0 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND ABSREIMTIONS • CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO • PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF,SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING MAX MAXIMUM SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL MECH MECHANICAL AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MTL METAL INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3- AWS ADVANCED WIRELESS SERVICE MFR MANUFACTURE 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET SBU BATTERY BACKUP UNIT MGR MANAGER FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(= #8 BARS) 2- BLDG BUILDING MIN MINIMUM SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). BLK BLOCKING MISC MISCELLANEOUS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (_ #5 BARS) 1J¢" CLG CEILING NA NOT APPLICABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CLR CLEAR NIC NOT IN CONTRACT PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) CONC CONCRETE NTS NOT TO SCALE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION OC ON CENTER WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOME BRICKS. CONT CONTINUOUS OD OUTSIDE DIAMETER OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL DOUBLE PCS PERSONAL COMMUNICATION OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 0 DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DIAG DIAGONAL PDU POWER DISTRIBUTION UNIT 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER ON DOWN PLYWD PLYWOOD 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DET DETAIL PROD PROJECT THE, CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DWG DRAWING PROP PROPERTY FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). EA EACH PT PRESSURE TREATED PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE ELEV ELEVATION REQ REQUIRED CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE ELEC ELECTRICAL RF RADIO FREQUENCY TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL EQ EQUAL RM ROOM 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQUIP EQUIPMENT RO ROUGH OPENING MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. EXT EXTERIOR RRH REMOTE RADIO HEAD WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRUCTURAL STEEL NTYIFC: FIF INTERFACE FRAME ET 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMSHT ILAR 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENT SPEC SPECIFICATION IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. FLR FLOOR SF SQUARE FOOT ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FT FOOT SS STAINLESS STEEL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE STL STEEL AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GALV GALVANIZED STRUCT STRUCTURAL STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. -SPECIFICATION FOR GC GENERAL CONTRACTOR STD STUD 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GRND GROUND SUSP SUSPENDED B. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GSM . GLOBAL SYSTEM MOBILE THRU THROUGH CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HORZ HORIZONTAL TND TINNED 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HR HOUR TYP TYPICAL 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HT HEIGHT UMTS UNIVERSAL MOBILE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ID INSIDE DIAMETER TELECOMMUNICATION SERVICE OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON IN INCH VERT VERTICAL STRUCTURES. ENGINEERED FILL (COMPACTED TO 957). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ WITH OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/O WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRELESS COMMUNICATION MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION WP WATER PROOF IN B" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 987 ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KS1 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. E. ANCHOR BOLTS ASTM A307 LEGEND NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST -OFF PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL SHALLBE201 11705 SUBJECT PARCEL SECTION BYO AN IN SPECIAL INSPECTOR APPROVEDBY4THESC 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123 A123M-00 ALL STEEL / SECTION LINES 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. - - PROPERTY LINES IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL ¢JgoECTVNdC: 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS - - RIGHT-OF-WAY LINES MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 • .05 PROPOSED CONTOUR - MAJOR 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-gUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE PROPOSED CONTOUR - MINOR 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 0.02 - EXISTING CONTOUR -MAJOR DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX EXISTING CONTOUR - MINOR PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS -cxcx- -cx CX- COAXIAL CABLE RUN FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED, SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF - F0 FO - -FO-FO- FIBER OPTIC CABLE RUN WELDED BARS. -E-E- -E E- ELECTRICAL CABLE RUN 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTE'S: CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -T-T- -T T- TELECOM UNDER/OVER HEAD BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. -❑ ❑- -0-0- FENCE - SEDIMENT ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION -x x ' . -x x FENCE - CHAINLINK, /W BARB 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS.' C150, PORTLAND CEMENT TYPE II U.N.O. 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.) NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE, PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED A307 BOLTS UNLESS NOTED OTHERWISE. INSPECTIONS. WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C6181 C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN / 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT CAUTION) CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND MANUFACTURERS WRITTEN INSTRUCTIONS. below. UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Know what's UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. C1111 before dig. CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 you REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. O QG •• Lc4,11c comp al to v re eso s tutions G • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA®: 10127841 DRAWN BY: MH CHECKED BY' JW CURRENT ISSUE DATE: 3/11/19 ITHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: GENERAL NOTES SHEET NUMBER: TLV. GN - N- 0 TAX LOT 1703254200100 22'x34' SCALE: 1'-50' 11'x17' SCALE: 1'-100' 0' 50' 1o0' EXISTING AT&T SITE WITH AN EXISTING EQUIPMENT ROOM, SEE A-3 EXISTING AT&T SITE WITH 150'± MONOPOLE, SEE A-2 OLYMPIC STREET • r �� V u a"• r w a �, w � • e _ ♦,0 JL I MOBILITY • w A-T&T MOBJU '' O�. 19UW SW 72N9 AVE., STE. 200 "fUALAN�,OR970E2 p o• 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA(<: 10127841 DRAWN BY' MH CHECKED BY: JW CURRENT ISSUE DATE: �I I11EXPIRATION DATE: 06/30/2019 �T THE INFORMATION CONTAINED IN THIS iv SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR .....�I DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED.I FRFNTI SHEET TITLE: SUBJECT PARCEL SECTION LINES OVERALL SITE PLAN - - PROPERTY LINES - - RIGHT-OF-WAY LINES NUMBER: REV, SHEET OVERALL SITE PLAN j A-1 0 PROPERTY LINE I I TAX LOT 1 I 1703254100102) I 1 1 I I I ' 1 EXISTING EXISTING BUILDING I BUILDING I EXISTING I 1 BUILDING 1 I TAX LOT I # 1703254100101 I I� 0 a la EXISTING 1 BUILDING ( EXISTING BATTING I I ( CAGE I EXISTING BUILDING f ' TAX LOT I f1 I I TAX LOT 1 1703254100104 � 1703254100100 EXISTING BUILDING — TAX LOT = 0 # 1703254100401 N TAX LOT _ I # 1703254100400 i I I EXISTING EXISTING _ _ BUILDING I BUILDING PROPERTY UNE - - - • r �� V u a"• r w a �, w � • e _ ♦,0 JL I MOBILITY • w A-T&T MOBJU '' O�. 19UW SW 72N9 AVE., STE. 200 "fUALAN�,OR970E2 p o• 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA(<: 10127841 DRAWN BY' MH CHECKED BY: JW CURRENT ISSUE DATE: �I I11EXPIRATION DATE: 06/30/2019 �T THE INFORMATION CONTAINED IN THIS iv SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR .....�I DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED.I FRFNTI SHEET TITLE: SUBJECT PARCEL SECTION LINES OVERALL SITE PLAN - - PROPERTY LINES - - RIGHT-OF-WAY LINES NUMBER: REV, SHEET OVERALL SITE PLAN j A-1 0 IS! EXISTING CHAINLINK FENCE W/ BARBED WIRE ON TOP EXISTING CONDUIT PORT ENTRY FOR UNDER GROUND CABLING, (TYP) K: EXISTING DOUBLE x% LIQ SWING GATE VV x% OQ X x X_% Q I EXISTING (12) 1%" COAX (1) e Q x 1 FIBER AND (4) DC TRUNKS 1 • x EXISTING ICE ° BRIDGE, (TYP) Q EXISTING EQUIPMENT EXISTING PLATFORM (OTHER x EQUIPMENT PAD QQ CARRIER) (OTHER CARRIER) •I Q � x x � •I. ® � x ® EXISTING x GENERATOR •I EXISTING FIBER SLACK BOX® 0 (• x ® � EXISTING 150± MONOPOLE W/ x EXISTING AT&T ANTENNA ARRAY O Q (NOT SHOWN FOR CLARITY) SEE RF -1 1 ' 1 ' 11 EXISTING SINGLE x SWING GATE EXISTING PROPANE EXISTING EQUIPMENT TANK FF PLATFORM (OTHER CARRIER) � x ilO EXISTING H—RAME O x x W/ UTILITIES, (TYP) I' x X X X X X X X X X X X X X X ,- 22'x34' SCALE: 1'-2.5' 11707' SCALE: 1'-5' 0' 2.5' 5' 26'-7" N I I x %x �x Q x x% x .ice -max x X-- PROPOSED —PROPOSED (1) FIBER x & (2) #6AWG DC e TRUNKS x � � Q I• � Q ,�• ° X x -!• Q x !I •I. x Ij EXISTING 150± MONOPOLE W/ ® 0 ® x }} PROPOSED AT&T ANTENNA ARRAY —x %J (NOT SHOWN FOR CLARITY) SEE 0 ODO RF -1 t � x t t� � x l• o x x , x K % X X X X X X X X X X X --X—Ex EXISTING COMPOUND LAYOUT Z x34 SCALE.1 =2.5 � 11'x17' SCALE: 1'm5' 0' 2.5' PROPOSED COMPOUND LAYOUT p• C f^ '' A •i • • • t it&t �- MOBILITY • ee o n • RT&T MOEILITYfORP. 1.91861 SW 72ND AVE , -37E 200 oTUALA71(1,,9R,97,,062 c • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FA{I: 10127841 DRAWN EFY: MH CHECKED BY: JW CURRENT ISSUE DATE 3/11/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: COMPOUND LAYOUT PLANS SHEET NUMBER: RN. EXISTING LTE FIF RACK -- W/ DC6—RM AND DC—DC CONVERTER EXISTING LTE EQUIPMENT RACK W/ DC12—RM AND DC—DC CONVERTER EXISTING LTE 850 RRH MOUNTED ON POLE (1) PER SECTOR, (3) TOTAL TO BE REMOVED EXISTING PDU RACK EXISTING BBU RACK EXISTING UMTS CABINETS MME EXISTING TELCO BOARD 22'x34' SCALE: 1-2.5' 11707' SCALE: 1"-5' 0' 2.5' 5' 13'-9" EXISTING CONDUIT PORT ENTRY FOR UNDER GROUND CABLING, (TYP) O O� EXISTING FIF RACK i EXISTING H—FRAME J e I , W/ UTILITIES I I L Cs�Ci- EXISTING (12) 1%" COAX (1) FIBER AND (4) DC TRUNKS EXISTING BOLLARD, (TYP) U z X = W O U z U f~/1 X = W EXISTING LTE o GPS ANTENNA, _I O (TYP) rn EXISTING CAM—LOCK GENERATOR PLUG PROPOSED (1) ASIK & (1) ARIL CARD IN EXISTING FSM4 UNIT EXISTING EQUIPMENT LAYOUT 12 122•x34• SCALE: 1"2.5' 11'x17' SCALE: 1'=5' 0' 2.5' 5' rt[UrVJGV LI) riDan & (2) #6AWG DC TRUNKS w • w � �, • uiTiT t - MOBILITY s • • /'T&TM08iLITYC;O%P. 19E04 S W 72ND AVE., ST -E. 200 JUALAT)h; OR 97OE2 I� -I W Jtd' IIC eo V F{ r5aatIraI9U' oao atIons— • • • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT. LTE 6C/RM ISSUED FOR: CONSTRUCTION FA/: 10127541 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY NPROHIBITED. I SHEET TITLE: EQUIPMENT LAYOUT PLANS NUMBER: REV. 17A®3 0 PROPOSED EQUIPMENT LAYOUT 1 EXISTING ANTENNAS (BY OTHER CARRIER) EXISTING TOP OF TOWER EXISTING ANTENNAS 1150'-0" AGL (BY OTHER CARRIER) EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL TO REMAIN EXISTING LTE 1900 RRH (1) EXISTING LTE WCS RRH (1) PER SECTOR, (3) TOTAL TO REMAIN PER SECTOR, (3) TOTAL TO BE RELOCATED ON NEW DUAL MOUNT EXISTING OVERALL ANTENNA HEIGHT t 134'-0" AGL EXISTING LTE AWS RRH EXISTING TMA (2) PER (1) PER SECTOR, (3) TOTAL EXISTING ANTENNA RAD CENTER SECTOR, (6) TOTAL TO TO REMAIN 1130'-0" AGL BE REMOVED EXISTING UMTS 850/1900 ANTENNA EXISTING LTE 700/1900/AWS (1) PER SECTOR, (3) TOTAL TO BE ANTENNA (1) PER SECTOR, (3) REMOVED & REPLACED TOTAL TO BE REMOVED & EXISTING LTE WCS/850 ANTENNA REPLACED (1) PER SECTOR, (3) TOTAL TO EXISTING LTE 700 RRH REMAIN (1) PER SECTOR, (3) TOTAL TO BE REMOVED EXISTING (2) DC6 SURGE SUPPRESSORS TO REMAIN EXISTING ANTENNAS (BY OTHER CARRIER) EXISTING MONOPOLE -� EXISTING OTHER ANTENNAS (BY EXISTING (12) 1%" COAX (1) FIBER AND (4) DC TRUNKS FOR GROUND EQUIPMENT, SEE A-2II ------- -------------L -i GRADE (REF)I —(3—Q' (ASSUMED.,L u_ tv_ c_=t� — — — — — — — — — — — — — — — — — — � 22-x34• SCALE: NTS 71'x17' SCALE: NTS 1. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 2. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION #� EXISTING TOP OF TOWER �A t150'-0" AGL EXISTING & PROPOSED OVERALL ANTENNA HEIGHT f 134'-0' AGL EXISTING ELEVATION 2 121 ,;;. SCALE- NNTsS & M AGL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR (1) TOTAL EXISTING LTE WCS RRH (1) PER SECTOR, (3) TOTAL PROPOSED LTE 850 B5 RRH (1) PER SECTOR (3) TOTAL PROPOSED LTE 850 ANTENNA (1) PER SECTOR (3) TOTAL PROPOSED (1) DC6 SURGE - SUPPRESSOR ON NEW MOUNT EXISTING LTE WCS/UMTS 850 - ANTENNA (1) PER SECTOR, (3) TOTAL EXISTING (2) DC6 SURGE SUPPRESSORS EXISTING 150'-D" MONOPOLE EXISTING (12) 1%" COAX (1) FIBER AND (4) DC TRUNKS PROPOSED (1) FIBER & (2) #6AWG DC TRUNKS FOR GROUND EQUIPMENT, SEE A-2 - - - - - - - .---------- -i I jII� � ._ I Iil Ili ISI I — — — — — — — — — — — — — — — — — — — — — — — — —A t, P r at$ct ',. MOBILITY • e e • �T&TMO6ILIT'(CC�,P. f:33GI SW 72ND AVE; 53E. 200 cl ®TIJALA�T1,4, OR 977G02 EXISTING RELOCATED LTE, 1900 RRH ON NEW DUAb MOUNT (1) PER SECTOR° (3) TOTAL • EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700/1900/AWS ANTENNA (1) PER SECTOR (3) TOTAL PROPOSED LTE 700 812/14 DUAL RRH ON NEW DUAL MOUNT (1) PER SECTOR (3) TOTAL NON -AT&T EQUIPMENT NOT SHOWN FOR CLARITY PROPOSED ELEVATION 1 1 �► ed d' TIC wm�let� r��x� �o uuon� 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUEO FOR: CONSTRUCTION FAQ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 THE INFORMATION CONTAINED IN THIS SEF OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: ELEVATIONS SHEET NUMBER: REV. CALE A-4 o SFc gylF�lF X00 3�0.79�0 q�i,��lyS SECTOR BETA SCALE: NTS EXISTING LTE 700 RRH J (1) PER SECTOR, (3) TOTAL RlliP Milli TO BE REMOVED _ EXISTING LTE 1900 RRH (1) PER SECTOR, (3) TOTAL TO � Z BE RELOCATED ON NEW DUAL MOUNT EXISTING LTE WCS RRH (1) ALJ PER BETA SECTOR, (1) TOTAL TO BE RELOCATED yc� �ON NEW DUAL MOUNT P EXISTING LTE WCS/850 ANTENNA (1) PER SECTOR, (3) TOTAL TO REMAIN I 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c - 2. 2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • • 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION • • w • • PROPOSED LTE 700/1900/AWS ANTENNA (1) PER SECTOR (3) TOTAL II PROPOSED LTE 850 85 RRH (1) PER ALPHA/GAMMA SECTOR (2) TOTAL PROPOSED LTE 850 ANTENNA (1) PER SECTOR (3) TOTAL EXISTING LTE WCS RRH (1) PER ALPHA/GAMMA SECTOR, (2) TOTAL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL SECTOR GAMMA EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs EXISTING RELOCATED LTE 1900 RRH ON NEW DUAL MOUNT (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 B12/14 DUAL RRH ON NEW DUAL MOUNT (1) PER SECTOR (3) TOTAL SECTOR BETA SECTOR ALPHA PROPOSED (1) DC6 SURGE SUPPRESSOR ON NEW MOUNT EXISTING RELOCATED LTE WCS RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR, (1) TOTAL PROPOSED LTE 850 B5 RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR (1) TOTAL EXISTING LTE WCS/UMTS 850 ANTENNA (1) PER SECTOR, (3) TOTAL PROPOSED ANTENNA CONFIGURATION I I C r " MOBILITY • AT&T MC3ILIr6C(!9P. 198!11 SW 72LJD AVETS-TE. 200 • TUAU`TZN ,OF593062 u • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 16C/RMLJ ISSUED FOR: CONSTRUCTION FAQ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 EXPIRATION DATE: 06/30/2019 I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: ANTENNA CONFIGURATIONS SHEET NUMBER: REV. RF -1 0 EXISTING TMA (2) PER PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE EG02- HWY 126 & MOHAWK SUPPLIED BYAT&TWIRELESS, FROM RF CONFIG DATED: 11/2/2018 BY: 11/2/2018 ALPHA SECTOR POS TECHNOLOGY ANTENNA MAKE ANTENNA MODEL ANTENNA RAD CENTER (FEETAGL) AZIMUTH (DEGREES) TMA MODEL QTY DCSURGEAND DISTRIBUTION (QTY) FEEDERTYPE(LTE) FEEDER LENGTH (FT) DOWNTILT(DEGREES) A 1 LTE 700/1900/AWS KMW EPBQ-654L8H8-L2 130 30 0 0 DC6-48-60-18-8C-EV (2) DC6-48-60-0-8C-EV(I) DC6-48-60-RM (1) DC12-48-60-RM (1) (2)FIBER/(6)DC (12) 1-5/8" COAX 220 0'(M) L7(2'), L2(4'), L9(2') , L7_PS(2')(E) 2 0'(M) U8(4'), US 1(4'), WCS(3')(E) — 3 LTE WCS/UMTS 850 CommScope SBNHH-1D65C 130 30 0 0 4 LTE 850 Ace XXQLH-654L4H8-iVT 130 30 1 0 0 0'(M) L8(2')(E) B 1 2 LTE WCS/UMTS 850 CommScope SBNHH-1D65C 130 220 0 0 0'(M) U8(4`), U8 1(4'), WCS(3')(E) 3 LTE 850 Ace XXQLH-654L4H8-iVT 130 220 0 0 0'(M) L8(2')(E) 4 LTE 700/1900/AWS KMW EPBQ-654L8H8-L2 130 220 0 0 O'(M) L7(2°), L2(4-), L9(2') , L7 135(2')(E) C 1 LTE 700/1900/AWS KMW EPBQ-654L8H8-L2 130 300 0 0 O°(M) L7(2"), L2(5'), L9(2"), L7 PS(2')(E) 2 3p��JYCs`8 3 LTEWCS/UMTS8501 CommScope SBNHH-1D65C 130 300 0 0 1 O'(M) U8(4'), U8_1(4') , WCS(3')(E) 4 LTE 850 1 Ace XXQLH-654L4H8-iVT 130 300 1 0 0 O'(M)L8(2')(E) SFc gylF�lF X00 3�0.79�0 q�i,��lyS SECTOR BETA SCALE: NTS EXISTING LTE 700 RRH J (1) PER SECTOR, (3) TOTAL RlliP Milli TO BE REMOVED _ EXISTING LTE 1900 RRH (1) PER SECTOR, (3) TOTAL TO � Z BE RELOCATED ON NEW DUAL MOUNT EXISTING LTE WCS RRH (1) ALJ PER BETA SECTOR, (1) TOTAL TO BE RELOCATED yc� �ON NEW DUAL MOUNT P EXISTING LTE WCS/850 ANTENNA (1) PER SECTOR, (3) TOTAL TO REMAIN I 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c - 2. 2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • • 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION • • w • • PROPOSED LTE 700/1900/AWS ANTENNA (1) PER SECTOR (3) TOTAL II PROPOSED LTE 850 85 RRH (1) PER ALPHA/GAMMA SECTOR (2) TOTAL PROPOSED LTE 850 ANTENNA (1) PER SECTOR (3) TOTAL EXISTING LTE WCS RRH (1) PER ALPHA/GAMMA SECTOR, (2) TOTAL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL SECTOR GAMMA EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs EXISTING RELOCATED LTE 1900 RRH ON NEW DUAL MOUNT (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 B12/14 DUAL RRH ON NEW DUAL MOUNT (1) PER SECTOR (3) TOTAL SECTOR BETA SECTOR ALPHA PROPOSED (1) DC6 SURGE SUPPRESSOR ON NEW MOUNT EXISTING RELOCATED LTE WCS RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR, (1) TOTAL PROPOSED LTE 850 B5 RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR (1) TOTAL EXISTING LTE WCS/UMTS 850 ANTENNA (1) PER SECTOR, (3) TOTAL PROPOSED ANTENNA CONFIGURATION I I C r " MOBILITY • AT&T MC3ILIr6C(!9P. 198!11 SW 72LJD AVETS-TE. 200 • TUAU`TZN ,OF593062 u • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 16C/RMLJ ISSUED FOR: CONSTRUCTION FAQ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 EXPIRATION DATE: 06/30/2019 I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: ANTENNA CONFIGURATIONS SHEET NUMBER: REV. RF -1 0 EXISTING TMA (2) PER SECTOR, TOTAL TO BE REMOVED SECTOR EXISTING UMTS 850/1900 ANTENNA ALPHA (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED o0 rn EXISTING LTE WCS RRH (1) 1 PER ALPHA/GAMMA SECTOR, ^oo^�J EXISTING LTE 700/1900/AWS (2) TOTAL TO REMAIN SFc v� ANTENNA (1) PER SECTOR, (3) o ^� TOTAL TO BE REMOVED & TP 9ylFNNq MSS REPLACED (1) PER GAMMA SECTOR, (1) TOTAL TO REMAIN 8 ?�O�SO/7 h� _� e EXISTING LTE AWS RRH A1iM (1RER SECTOR, (3) TOTAL y0 SFC AylF't'tic �TF 3p��JYCs`8 I 0 �ho� S SECTOR EXISTING (2) DC6 SURGE SUPPRESSORS TO REMAIN GAMMA y��Pz moo SFc gylF�lF X00 3�0.79�0 q�i,��lyS SECTOR BETA SCALE: NTS EXISTING LTE 700 RRH J (1) PER SECTOR, (3) TOTAL RlliP Milli TO BE REMOVED _ EXISTING LTE 1900 RRH (1) PER SECTOR, (3) TOTAL TO � Z BE RELOCATED ON NEW DUAL MOUNT EXISTING LTE WCS RRH (1) ALJ PER BETA SECTOR, (1) TOTAL TO BE RELOCATED yc� �ON NEW DUAL MOUNT P EXISTING LTE WCS/850 ANTENNA (1) PER SECTOR, (3) TOTAL TO REMAIN I 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c - 2. 2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • • 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION • • w • • PROPOSED LTE 700/1900/AWS ANTENNA (1) PER SECTOR (3) TOTAL II PROPOSED LTE 850 85 RRH (1) PER ALPHA/GAMMA SECTOR (2) TOTAL PROPOSED LTE 850 ANTENNA (1) PER SECTOR (3) TOTAL EXISTING LTE WCS RRH (1) PER ALPHA/GAMMA SECTOR, (2) TOTAL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL SECTOR GAMMA EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs EXISTING RELOCATED LTE 1900 RRH ON NEW DUAL MOUNT (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 B12/14 DUAL RRH ON NEW DUAL MOUNT (1) PER SECTOR (3) TOTAL SECTOR BETA SECTOR ALPHA PROPOSED (1) DC6 SURGE SUPPRESSOR ON NEW MOUNT EXISTING RELOCATED LTE WCS RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR, (1) TOTAL PROPOSED LTE 850 B5 RRH ON NEW DUAL MOUNT (1) PER BETA SECTOR (1) TOTAL EXISTING LTE WCS/UMTS 850 ANTENNA (1) PER SECTOR, (3) TOTAL PROPOSED ANTENNA CONFIGURATION I I C r " MOBILITY • AT&T MC3ILIr6C(!9P. 198!11 SW 72LJD AVETS-TE. 200 • TUAU`TZN ,OF593062 u • • • 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 16C/RMLJ ISSUED FOR: CONSTRUCTION FAQ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 EXPIRATION DATE: 06/30/2019 I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: ANTENNA CONFIGURATIONS SHEET NUMBER: REV. RF -1 0 MANUFACTURER: ACE PART #: XXQLH-654L8H8-M LENGTH: 96.5* WIDTH: 19.7" DEPTH: 7.5" WEIGHT. 94.8 lbs. MANUFACTURER: KMW PART#: EPBQ-654L8HB-L2 LENGTH: 96.0" WIDTH: 21.0" DEPTH: 6.3" WEIGHT. 86.0 lbs 0 rn RF CONNECTORS, TYP "?�0000 0000 00 p 00 19.70• o� ui m RF CONNECTORS, TYP "?� 000 000 0 0 OOQ�0 D O O D O O _-- 21" SCALE : NTS LTE ANTENNA 9 SCALE : NTS LTE ANTENNA 8 MANUF: RAYCAP DESC: DC SURGE SUPPRESSOR MODEL: DC6-48-60-18-8C-EV WEIGHT: 32.6 LBS DC6 SURGE - , MOUNTING PIPE MOUNTING PIPE 11" DIA SUPPRESSOR ` i — I�J-1 DC6 SURGE SUPPRESSOR MOUNTING BRACKET, TYP (1) FIBER AND (2) DC RUNS FROM LTE EQUIP SCALE : NTS VENDOR: COMMSCOPE MODEL: MTC3326DHD WEIGHT: 40.91 LBS HD SWING ARM RRH MOUNT DUAL RRH MOUNT WELDMENT GALV. 3/B" X 5* BOLT KIT DC SURGE SUPPRESSOR MOUNTING BRACKET BY MANUFACTURER FIBER & DC FROM DC6 TO RRH PIPE MOUNTED DC6 SURGE SUPPRESSOR 1'-w Mau 7 SCALE: NIS EXISTING ANTENNA PIPE MOUNT BACK CLAMP DUAL RRH MOUNT GALV. 3/8" X B" THREADED ROD GALV. 3/8" LOCK WASHER GALV. 3/8" FLAT 3/8* SS 3/8" SS VV HEAVY HEX NUT LOCK WASHER FLAT WASHER SCALE : NTS DUAL MOUNTING BRACKET - HD PANEL ANTENNA ANTENNA MOUNT, TOP & BOTTOM 2 i6"0 STD MOUNTING PIPE RRH 'DC JUMPERS FROM SURGE SUPPRESSOR MARKING TAPE WHERE THE COAX CABLE CONNECTS TO THE ANTENNA SIDE VIEW DC SURGE SUPPRESSOR 6 SCALE : ms MANUFACTURER: NOKIA AIRSCALE MODEL: 4T4R 85 160W ARCA HEIGHT. 337mm WIDTH: 295mm DEPTH: 165mm WEIGHT. 16.7kg a a PANEL ANTENNA PANEL MOUNTING PIPE ANTENNA ANTENNA MOUNT, TOP & BOTTOM }� •RRH — 5" MINIMUM RADIUS• CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/ ON COAX JUMPERS CM AND/OR RF ENGINEER PRIOR TO CONSTRUCTION BACK VIEW 4 I SCALE: Nis AIRSCALE LTE 850 RRH 1 3 1 SCA E : Na • RRH & ANTENNA MOUNTING DETAIL 5 MOUNTING ANTENNA PIPE ANTENNA BRACKET --7 TOP & BOTTOM FRONT AIRSCALE LTE 700 RRH 2 s,-,: NTs ANTENNA CONNECTOR, RF, TYP MOUNTING PIPE 5*R MIN ON COAX JUMPER TAPE MARKINGS 29 ANTENNA MOUNTING DETAIL r AM JJAA��7yy7 ♦ a ; MOBILITY • a • e eAT&TMGBIUT=,'CORP. 19£91 SW 7A D AVE, PTE. 200 a TUAL;tT:M On T)7062 I coLapl ca vlie. i:l solutlon■ • o 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAJ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE GATE: 3/i i /19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: RF DETAILS SHEET NUMBER: REV. 1 RF -2 0 MANUFACTURER: NOKIA AIRSCALE MODEL: 4T4R B12/14 320W AHLBA HEIGHT: 560mm WIDTH: 308mm DEPTH: 177mm WEIGHT. 46kg 4 I SCALE: Nis AIRSCALE LTE 850 RRH 1 3 1 SCA E : Na • RRH & ANTENNA MOUNTING DETAIL 5 MOUNTING ANTENNA PIPE ANTENNA BRACKET --7 TOP & BOTTOM FRONT AIRSCALE LTE 700 RRH 2 s,-,: NTs ANTENNA CONNECTOR, RF, TYP MOUNTING PIPE 5*R MIN ON COAX JUMPER TAPE MARKINGS 29 ANTENNA MOUNTING DETAIL r AM JJAA��7yy7 ♦ a ; MOBILITY • a • e eAT&TMGBIUT=,'CORP. 19£91 SW 7A D AVE, PTE. 200 a TUAL;tT:M On T)7062 I coLapl ca vlie. i:l solutlon■ • o 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAJ: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE GATE: 3/i i /19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: RF DETAILS SHEET NUMBER: REV. 1 RF -2 0 OF GROUND BAR AT TOP OF TOWER, (TYP) 22'x34: SCALE: MLS 22"934• SCALE: NTS 11707" SCALE: NTS JND PROPOSED 3E SUPPRESSOR'S ?EQUIRED, SEE G-2 GROUND ALL PROPOSED & RELOCATED RRH'S AS REQUIRED, SEE G-2 SYMBOL I DESCRIPTION ® COPPER GROUND ROD ® TEST WELL ® CADWELD CONNECTION EM GROUND BAR ® MECHANICAL CONNECTION FIELD VERIFY & TIE INTO 1 EXISTING GROUNDING SYSTEM PLATFORM PLAN 1 2 of. GENERAL GROUNDING NOTES: • 1. GROUNDING SHALL BE INSTALLED 6' BELOW FROST DEPTH OR 30" BELOW• GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTAIaATIQJ /SND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIOKSS w • • • w � 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC° COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDB AND EXIT FROM TOWER OR POLE USING MFRS PRACTICES. .` • • • 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SFPiVBE-' COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING B. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GENERAL ROD NOTES (WHERE APPLICABLE): 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. NOT USED rR r r ItIM MOBILITY ' �• w r w • *AT&T MOBILIFY CORP. 19L01 SW 72ND AVE r TE. 2w • TUALA'Ir.,, 0997062 �eo�p !fe' vlr Qr� Q soluti4, 11c ons 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAI: 10127841 DRAWN BY: MH CHECKED BY' JW CURRENT ISSUE DATE: 3/11/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: GROUNDING PLAN SHEET NUMBER: REV. G-1 0 SURGE PROTECTOR "A" SECTION BONDED TO: POTENTIAL SURGE PRODUCING _ EQUIPMENT TO "P" SECTION a INTERIOR GROUND RING & OR FIBER POWER " EXTERNAL EARTH GROUND BARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) CONDUCTOR TO GROUND BAR. I CONNECTOR ANTTEEENNA ANT GSM • BUILDING STEEL PARALLEL EXOTHERMIC WELD RRH(S), TYP NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED. TMA 1 I to DC/FIBER I TO RRH 1� EE E'�`� W I`FO—FO O�IX Cx —CX-� I �v I I (2) #2 AWG GROUND I f °I WIRE TO RRH, TYP \ �- ----- i 0 DC AND FIBER TO SURGE PROTECTOR(S) 1 COAX RUN - -i W I MOUNT GROUNDING BUS BAR NEAR #2 AND GROUND WIRE ILL ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING ° G MOUNT GROUNDING BUS BAR W TO TOWER AT GROUND LEVEL ----------' o WITH ISOLATION DOUBLE CRIMP CONNECTION, TYP INTERIOR GROUND RING �P WALL MOUNTING J BRACKET � ISOLATOR, TYP 4"x 307x Y" THICK COPPER GALVANIZED GROUND BAR X"x4"x1/4" THICK COPPER BOND RF BUS BAR GALVANIZED TO "I" SECTION GROUND BAR UTILIZE GROUND KITS WITH #2 AWG AND 2 -HOLE COMPRESSION LUGS UNLESS SPECIFIED OTHERWISE BOND DC BUS BAR & "A" SECTION BONDED TO: POTENTIAL SURGE PRODUCING _ EQUIPMENT TO "P" SECTION a INTERIOR GROUND RING EXOTHERMICALLY WELD #2 AWG " EXTERNAL EARTH GROUND BARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) CONDUCTOR TO GROUND BAR. • METALLIC COLD WATER PIPE ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) GROUND RING AND PROVIDE • BUILDING STEEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED. scu.E : ws GROUNDING SCHEMATIC DIAGRAM 5 �SCAE: NTS GROUND KITS WITH LONG BARREL COMPRESSION DOUBLE LUGS AND INSPECTION WINDOW, ATTACH TO GROUND BAR _ ISOLATOR ° la APPLICABLE) (WHEN 0000 00000000000 0 o 0 a a o 0 0 0 0 0 a 0 0 0 ° 20 o0 000000000009 ° 1700000000000000 if #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) "X" - VARIES NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED. CELL REF GROUND BAR (CRGB) 1 4 j smE : NTs f ww r r r r t. NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. GROUND BAR 1 3 1 scALE : NB CAD WELD EXAMPLES 12 NOT USED r at&t MOBILITY c w e r c AT&T MOBILI IY 05RP. 19H01 SW,72t�,D f VE.; STE. 200 TUALA'PI , OR -97062 ®G f.. o,le-tw' ITV eC.:npl to vlrs�es7 ae�utlont 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAg: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 IIEXPIRATION DATE: 06/30/2019 II THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: GROUNDING DETAILS SHEET NUMBER: /%A� REV. G— % 0 r � _ III � NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. GROUND BAR 1 3 1 scALE : NB CAD WELD EXAMPLES 12 NOT USED r at&t MOBILITY c w e r c AT&T MOBILI IY 05RP. 19H01 SW,72t�,D f VE.; STE. 200 TUALA'PI , OR -97062 ®G f.. o,le-tw' ITV eC.:npl to vlrs�es7 ae�utlont 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EG02 HWY 126 & MOHAWK 2656 OLYMPIC STREET SPRINGFIELD, OR 97477 PROJECT: LTE 6C/RM ISSUED FOR: CONSTRUCTION FAg: 10127841 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 3/11/19 IIEXPIRATION DATE: 06/30/2019 II THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TIRE: GROUNDING DETAILS SHEET NUMBER: /%A� REV. G— % 0