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Home My WebLink AboutPermit Building 2019-03-28^PROPRIETARY 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&Tl i MOBILITY SERVICES IS STRICTLY PROHIBITED. VICINITY MAP Nplh iKntl ie,Aii:lyN 3 QTirjsefgrt'rrCaE ; - 4. - �� 1"' 4 ��/rNztnSlt�vmQ -�_�55 t Fdgeae` . 8ssexr = T ' I 3 Ii�ir;lc Ikrk NTS I J SITE LOCATION ,Springfield p (ll G$tnncQ '� { at&t Your world. Delivered. S PRINGFIELD 937 SUMMIT BOULEVARD SPRINGFIELD, OR 97477 EU05 I FA: 10094157 GENERAL LOCATION MAP ';,'m VdTTtar Ef Ta:�S Eaf,ef.� 'f �CHaennial Selfs',Dra Xh:v p 4 yi+ G� T iheml&DO ea§ %I SITE LOCATION �ro:k A, Meadvipafkq g ^;ep Oji L r x" urs yts E gn. HD9 FDfi_ ois, WDz DRIVING DIRECTIONS ROM PORTLAND INTERNATIONAL AIRPORT- EAD SOUTHWEST ON NE AIRPORT WAY TOWARD NE AIR CARGO RD. TAKE THE INTERSTATE 205 S. RAMP TO INTERSTATE 84/PORTLAND/SALEM MERGE ONTO -205 S. TAKE EXIT 218 TO MERGE ONTO 1-84 W/U.S. 30 W. TOWARD PORTLAND TAKE THE EXIT ON THE LEFT ONTO 1-5 S. TOWARD BEAVERTON/SALEM LIGHT RIGHT TO STAY ON 1-5 S. TAKE EXIT 194A TO MERGE ONTO OR -126 E. TAKE THE EXIT TOWARD SPRINGFIELD CITY CENTER TURN RIGHT ONTO PIONEER KWY W. TURN RIGHT ONTO D ST. TURN RIGHT ONTO RIVERVIEW BLVD. TAKE THE 3RD RIGHT ONTO SUMMIT BLVD, TURN RIGHT ONTO WILLACADE CTAMLLICADE T. DESINATION WILL BE ON THE LEFT APPROVAL/SIGN OFF OF DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE CONSTRUCTION MANAGER COMPLIANCE LANDLORD'S REPRESENTATIVE PROJECT MANAGER CONSTRUCTION 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 PROJECT INFORMATION DATE RECEIVED JOB NO. f `f ` ZONE- OCCUPANCY GROUP UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION LEGAL DESCRIPTION �� • (•?,� - 1� +f_dt� ADDRESS q 51 SUM no OWNER W III WA,LA-Nr I�49-6C THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF SP INGF LD, OREGON APPROVED BYE^ DATE APPLICANT: PROPERTY OWNER: VELOCITEL B/0 AT&T MOBILITY CORP. CITY OF SPRINGFIELD 4004 KRUSE WAY PL, SUITE #220 255 FIFTH STREET LAKE OSWEGO, OR 97035 SPRINGFIELD, OR 97477 MICHAEL BIRNDORF PUBLIC WORKS DIRECTOR PH: (503) 421-2251 PH: (541) 726-3753 PROJECT ENGINEER: VELOCITEL LLC. 576 COLONIAL PARK DR., SUITE #200 ROSWELL, GA 30075 HUGO W. JUSTINIANO, P.E. CODE INFORMATION: ZONING CLASSIFICATION: PLO—PUBUC BUILDING CODE: OSSC 2014 IONSTRUCTION TYPE: IIB 3CCUPANCY: S-2 JURISDICTION: CITY OF SPRINGFIELD 517E LOCATION: (BASED ON NAD 83) TAX LOT #: 1703341105600 ATITUOE: N 44' 3' 10.22' (44.0528) .ONGfTUDE: W 123' 1' 52.25' (-123.0312) TOP OF STRUCTURE AGL: 41'-6” )ASE OF STRUCTURE AMSL; t 641.0' 'ROJECT AREA: 4PPROXIMATE LEASE AREA: 336 SQ. FI. .ENERAL INFORMATION: PARKING REQUIREMENTS ARE UNCHANGED. L TRAFFIC IS UNAFFECTED. S. NO SIGNAGE IS PROPOSED. DROJECT DESCRIPTION: 1T&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO 'ELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 41'-6" TOWER WD AN EQUIPMENT SHELTER, IT&T WILL REMOVE/REPLACE FROM TOWER: �1 LTE 700 RRH PER SECTOR (3) TOTAL 1; LTE 700/1900 ANTENNA PER SECTOR (3) TOTAL IT&T WILL INSTALL ON TOWER: 81 LTE 700/1900 ANTENNA PER SECTOR (3) TOTAL LTE 700 B12/814 RRH PER SECTOR (3) TOTAL HANDRAIL KIT PER MOUNT ANALYSIS BY TEP — 1/24/2019 T&T WILL ADD TO EQUIPMENT SHELTER: BREAKERS FOR PROPOSED RRH'S DRAWING INDEX NC DWG # I DESCRIPTION X T-1 TITLE SHEET _ SV -1 SURVEY X GN -1 GENERAL NOTES X A-1 OVERALL SITE PIAN X A-2 COMPOUND LAYOUT PLANS X A-3 i 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 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 SOUTHERLY HALF OF LOT 4, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF AND SOUTH 19'21' WEST 100 FEET FROM THE NORTHEAST CORNER OF LOT 4, BLOCK 4, GLENDORR, IN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN IN LINN COUNTY, OREGON, AND RUNNING THENCE NORTH 70'30' WEST PARALLEL TO THE WESTERLY LINE OF LOT 4; THENCE SOUTH 19'21' WEST 100 FEET TO THE SOUTHWEST CONNER OF LOT 4; THENCE SOUTH 70'39' EAST 200 FEET T� THE SOUTHEAST CORNER OF SAID LOT 4; THENC: NORTH 19'21' EAST 100 FEET TO THE POINT OF BEGINNING. Vza' at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE 200 TUALATIN, OR 97062 ■velIxilel, TIC complete wireless •out ont 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 I SITE ID: EU05 SPRINGFIELD • 937 SUMMIT 66LJLEVARD • -SPRINGFIELD, OR. 97477 LTE 6C ISSUED FOR: " m��_ JCONSTRUCTION e SUB41TIALS a e RPr, DATE CIJE'SCFEAION BY �A 12/6/19 PRELIM CDS SEL 0 2/28/19 , FINAI COS STi •• c TAI: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRISSUE DATE: 2/28/19 STAMP: PROF�e 86604E � OREGON p y9V 13, CMM J I t f EXPIRATION DATS: 06/30/2019 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 15 STRICTLY PROHIBITED. SHEET TRLE: TITLE SHEET SHEET NUMBER: REV. T-1 I o • • • • at&t MOBILITY AT&T MOBILITY CORP. 19601 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 VeICfC. I, -IC -plele vire v s otlon• 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD • 937 SUMMIT POULEVARD L• SPRINGFIELoD, OR, 9 7477 • ni�cT: LTE 6C "ONS YRUCTION • SU0MI1TAsLSo DATE D SC41PTION '32/6/19 PRELIM CDS . 2/26/19 nw,ti CDS FAT: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 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:_. GENERAL NOTES :SHEET NUMBER:REV. G IV -1 0 ••• •• GENERAL NOTES: 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND GENERA NOTES: (-CONTINUED) 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP CONCRETE NOTES: UNTINUEDI 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN SAFETY PROCEDURES FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT OWNER REQUIREMENTS. SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0', PROVIDE CORNER BARS AT 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR POLE NOTES: 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 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 THE PROPOSED SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 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. 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 ABBREVIATIONS 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: AOL 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 MAOE EVERY EFFORT TO SEI BBU 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(= #6 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). ELK BLOCKING MISC MISCELLANEOUS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC 21P TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (_ #5 BARS) A. CLG COLING NA NOT APPLICABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE. PANDUIT CORP. METAL LOCKING TIES CUR 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) _'4 CONC CONCRETE NIS 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 DONE 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 PERSONA. 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. 6 DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DIAG DIAGONAL PDU POWER DISTRIBUNON 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 PROJ 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 R 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 • 4 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 SU13GRADE 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 NOTES: FIF FIBER INTERFACE FRAME SHT SHEET • 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR 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. FUR 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 8. 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 UBS 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 8' (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR D. STRUCTURAL TUBING ASTM AS00, 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 INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC - - SUBJECT PARCEL SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL SECTION LINES 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCA_ 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 INSPECTIONS, 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 x---.05 a PROPOSED CONTOUR - MAJOR 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE -QUALIFIED 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 LEFF 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 -FO-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 CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED Crnlnaere T„n.?c=, 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -r 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. - o- o- -0-13- 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.' C750, 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.) i 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 >u 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, C618, � 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 AR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1, ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT a R E --CALL MANUFACTURERS WRITTEN INSTRUCTIONS. below. G UTILITY INFORMATION SHOWN MAY NOTE BE CO PELETE. CONTACT THEONEEA 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Know whars 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. C1II be dig. dlfore CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 i 9 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 PANT) OR APPROVED EQUAL. �STRUCTURAL v SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. DRAWINGS AND NOTES SHALL TAKE PRECEDENCE OVER ALL DRAWINGS AND NOTES. at&t MOBILITY AT&T MOBILITY CORP. 19601 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 VeICfC. I, -IC -plele vire v s otlon• 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD • 937 SUMMIT POULEVARD L• SPRINGFIELoD, OR, 9 7477 • ni�cT: LTE 6C "ONS YRUCTION • SU0MI1TAsLSo DATE D SC41PTION '32/6/19 PRELIM CDS . 2/26/19 nw,ti CDS FAT: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 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:_. GENERAL NOTES :SHEET NUMBER:REV. G IV -1 0 ••• •• i F- -- ----_ ,I IEXISTING , BUILDING . 1 EXISTING I I I EXISTING LO I j AT&T SfTE WITH 41'-6"± MONOPOLE SEE SHEET A-2 71 EXISTING BUILDING EXISTING BUILDING T91 I APPROX. PROPERTY UNE (TYP.) 22'.34' SCALE 1'-40' IINV' SCALE: I' -BO' D' 40' 80� 0% D EXISTING ASPHALT PARKING ■.r.r■,m EXISTING BUILDING Co � f ot XISTING UILDING \ EXIST[) \ \ EXISTING TREE (TYP.) at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ■vlelcold, Ilc comp eT to vf�Wtlons 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 OVERALL SITE PLAN I I FA(1: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUL'DON DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: REV. A-1 I 0 SITE ID: EU05 •••• SPRINGFIELD •J • 937 SUMMITPbT1ULEVARD • • • • *SPRINGFIELD, OR. 97477 • • • • • DATE • CESCs21F=Ti0N BY • • PROJECT: e e e e • • • • • • LTE 6C • SEL OVERALL SITE PLAN I I FA(1: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUL'DON DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: REV. A-1 I 0 '_i •••• v e sugMrI`TALS`., •J • • • • DATE • CESCs21F=Ti0N BY • • • • • • ; 2/6/19 PREIJM WS 7'6't2/28/ SEL 19 , FINAL CDS SL OVERALL SITE PLAN I I FA(1: 10094157 DRAWN BY: SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUL'DON DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: REV. A-1 I 0 at&t MOBILITY AT&T MOBILITY CORP. _- 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 complete vlralas. .elutlon. 4004 KRUSE WAY PLACE EXISTING 12' -WIDE DOUBLE SWING GATE (TYP.) BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 t 19' / 19' SITE ID: EU05 - SPRINGFIELD N� e 937SUMMITIE(?ULEVARD • • •SPRINGFIELD', OR. 97477 • —C • • PROJECT: • • • LTE BC ISSUED FOR: CONSTRUCTION • ® ° SUBMITTALSo u REV. DATE SCRIUION BY EXISTING CARRIER EQUIPMENT • • ; A° 2/6/19 PRELIM CDS SEL 2c) 2/28/19 FINAL CDS SF. r SHELTER • • - •• EXISTING UTILITY H -FRAME - 0 • J u� EXISTING AND PROPOSED ANTENNAS NOT SHOWN FOR CLARITY, SEE RF -1 FAf: 10094157 1 EXISTING ICE BRIDGE DRAWN BY: SEL n CHECKED BY: HJ CURRENT ISSUE GATE: EXISTING GPS ANTENNA 2/28119 _ STAMP: EXISTING SHELTER, SEE A-3 �p PRO C NGIN b' 866 4 d 'µ s0' OREGO 'SAY 13, EXPIRATION DATE: 06/30/2019 EXISTING FENCE W/ BARBED WIRE TOP 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. EXISTING 41'-6°t MONOPOLE T 1� SHEET TITLE: _ COMPOUND LAYOUT PLANS I SHEET NUMBER: REV. n zzx34• M11F•,'=s 11'x17• SCALE: 1'=1O' D' PROPOSED COMPOUND LAYOUT 1 A'2 0 EXISTING M ETER 12 a L EXISTING AC PANEL a ev EXISTING SURGE GSM GSM a SUPPRESSION UNIT CABINET CABINET EXISTING AC PANEL EXISTING �FIF RACK EXISTING EXISTING EXISTING TELCO FIF� LT BOARD �- EXISTING DC6-RM EXISTING DESK EXISTING POWER EXISTING CABINETCABINET FIBER BOARD / 26'-7" EXISTING J EXISTING LTE 850 RRH, (1) PER SECTOR, DC12-RM (3) TOTAL MOUNTED ON EXISTING UNISTRUT INSIDE SHELTER TO REMAIN 22'x34' SCALE: 1'=2.5' 11'x17' SCALE: "-5! 0' 2.5' 5' EXISTING ICE BRIDGE -- EXISTING EQUIPMENT GPS ANTENNA EXISTING EXISTING UMTS UMTS CABINET CABINET HVAC EXISTING (16) RUNS OF ---,---i. Elh 7/8" COAX (1) FIBER RUN AND (4) DC CABLE RUNS f HVAC EXISTING EXISTING BATTERY BATTERY EXISTING FIBER LOOP ENCLOSURE MOUNTED ON EXISTING ICE BRIDGE POST EXISTING METER EXISTING ICE BRIDGE - EXISTING EQUIPMENT GPS ANTENNA 1 26'-7'I PROPOSED DC BREAKERS IN DC -DC CONVERTER SHELF FOR PROPOSED RRH'S. EXISTING LTE 850 RRH, (1) PER SECTOR, (3) TOTAL MOUNTED ON EXISTING UNISTRUT INSIDE SHELTER EXISTING EQUIPMENT LAYOUT 12 I ii•;n. SO4 i•v5 5 0' 2.5' 5' HVAC I HVAC EXISTING FIBER LOOP ENCLOSURE MOUNTED ON EXISTING ICE BRIDGE POST I at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 w _ a 1 EXISTING AC PANEL EXISTING EXISTING L EXISTING SURGE GSM GSM UMTS UMTS a SUPPRESSION UNIT CA INET ABINET CABINET CABINET complete v re ese eol�tlone EXISTING AC PANEL 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 EXISTING 1 I Flf RACK EXISTING EXISTING EXISTING TELCO FIF�LTE RACK EXISTING (16) RUNS OF BOARD 7/8" COAX (1) FIBER RUN AND (4) DC CABLE RUNS EXISTING DESKEXISTING EXISTING EXISTING POWER EXISTING BATTERY BATTERY CABINET FIBER BOARD SPRINGFIELD 26'-7'I PROPOSED DC BREAKERS IN DC -DC CONVERTER SHELF FOR PROPOSED RRH'S. EXISTING LTE 850 RRH, (1) PER SECTOR, (3) TOTAL MOUNTED ON EXISTING UNISTRUT INSIDE SHELTER EXISTING EQUIPMENT LAYOUT 12 I ii•;n. SO4 i•v5 5 0' 2.5' 5' HVAC I HVAC EXISTING FIBER LOOP ENCLOSURE MOUNTED ON EXISTING ICE BRIDGE POST I at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 PROPOSED EQUIPMENT LAYOUT I 1 FA#: 10094157 DRAWN BY: SEL CHECKED H. HJ CURRENT ISSUE DATE: .1/nDNA THE INFORMATION CONTAINED IN THIS SEF OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATESTOAT&T MOBILITY IS STRICTLY PROHIBITED. SHEETTITLE: EQUIPMENT LAYOUT PLANS SHEET NUMBER:_ REV. -31 0 E\ebcm, 11c complete v re ese eol�tlone 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97OW SITE ID: EU05 SPRINGFIELD 937SUMMIT, 6QULEVARD •• SPRINGFIELD, OR. 97477 • v • • 300 LTE 6Cv •• • ISSUED FOR: • • • • CONSY RiSCTION • . • • SUB�IRTALS3 - ••• • _• REV. IDATE I „ P CftL?t10N (i' • • • 3p, 2/6/19 PRELIM CDS ISEL • 12/28/16 1 FINAL COS IqF PROPOSED EQUIPMENT LAYOUT I 1 FA#: 10094157 DRAWN BY: SEL CHECKED H. HJ CURRENT ISSUE DATE: .1/nDNA THE INFORMATION CONTAINED IN THIS SEF OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATESTOAT&T MOBILITY IS STRICTLY PROHIBITED. SHEETTITLE: EQUIPMENT LAYOUT PLANS SHEET NUMBER:_ REV. -31 0 EXISTING LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL TO BE REMOVED EXISTING LTE 700 RRH, 11 PER SECTOR, (3) TOTAL ANTENNA RAD CENTER EXISTING LTE 1900 925 RRH, (1) PER SECTOR, (3) TOTAL TO REMAIN GRADE 22'x34' SCALE: NTS 11'x171 sOALE: NTS EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING LTE 850/WCS/AWS ANTENNA, I (1) PER SECTOR, (3) TOTAL I TO REMAIN EXISTING LTE WCS RRH, (1) PER SECTOR; (3) TOTAL TO REMAIN EXISTING LTE AWS RRH, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING UMTS TWIN TMA, (1) PER SECTOR, (5) TOTAL TO REMAIN NON—AT&T EQUIPMENT NOT SHOWN FOR CLffY 1. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 2. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION EXISTING & PROPOSED ANTENNA RAD CENTER f43'-0' AGL PROPOSED LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 B12/B14 RRH, (1) PER SECTOR, (3) TOTAL EXISTING LTE 1900 B25 RRH, (1) PER SECTOR, (3) TOTAL EXISTING (2) DC6 SURGE PROTECTORS EXISTING 41'-6" - ;r., MONOPOLE �L EXISTING (2) DC6 SURGE PROTECTORS 1 :! '^ EXISTING 41'-6" j ;rn - - MONOPOLE Lr�er. I EXISTING ANTENNA j h{_ (OTHER CARRIER, TYP.) L �Ik-— r 6. 1- (16) EXISTING 7/8" COAX, � (1) FIBER TRUNK & (4) DC TRUNKS I - FOR GROUND EQUIPMENT, SEE A GRADE 22'x34' SCALE: NTS 11'x171 sOALE: NTS EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING LTE 850/WCS/AWS ANTENNA, I (1) PER SECTOR, (3) TOTAL I TO REMAIN EXISTING LTE WCS RRH, (1) PER SECTOR; (3) TOTAL TO REMAIN EXISTING LTE AWS RRH, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING UMTS TWIN TMA, (1) PER SECTOR, (5) TOTAL TO REMAIN NON—AT&T EQUIPMENT NOT SHOWN FOR CLffY 1. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 2. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION EXISTING & PROPOSED ANTENNA RAD CENTER f43'-0' AGL PROPOSED LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 B12/B14 RRH, (1) PER SECTOR, (3) TOTAL EXISTING LTE 1900 B25 RRH, (1) PER SECTOR, (3) TOTAL EXISTING (2) DC6 SURGE PROTECTORS EXISTING 41'-6" - ;r., MONOPOLE �L EXISTING ANTENNA - :! '^ (OTHER CARRIER, TYP.) `tri;;- :- vI (16) EXISTING 7/8" COAX, — sa's,vg; (1) FIBER TRUNK & (4) DC TRUNKS NON—AT&T EQUIPMENT NOT SHOWN FOR CLARITY EXISTING ELEVATION 1 2 1;;1-x r Sr� N'es I I FOR GROUND EQUIPMENT ---- SEE A -2 I I 1 EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL EXISTING LTE 850/WCS/AWS ANTENNA, (1) PER SECTOR, (3) TOTAL r PROPOSED HANDRAIL KIT r EXISTING LTE WCS RRH, (1) PER SECTOR, (3) TOTAL EXISTING LTE AWS RRH, • (1) PER SECTOR, (3) TOTAL EXISTING UMTS TWIN TMA, (1) PER SECTOR, (5) TOTAL 3 'j PROPOSED ELEVATION 1 at&t -- MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE.200 TUALATIN, OR 97062 1ek)ald, Ilc camPlete virelesa eolutlons 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD 937 SUMMIT BOULEVARD S PRINGFI E213, `bR. 97477 PF�JJECT: • • LTeIBC3 ISSUED FOR: _ CONST -MOTION ° SUBMITTALS • : . FINAL CDS SEs' • i FAT: 10094157 DRAWN BY: SEL CHECKED BY.• HJ CURRENT ISSUE DATE: 2/28/19 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: ELEVATIONS SHEET NUMBER: REV. A-4 0 •• J•• EXISTING LTE AWS/WCS/850 ANTENNA, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING UMTS TMA, (1) PER SECTOR, (5) TOTAL TO REMAIN EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL SEC. "G" UMTS 850/190( ANTENNA 270' AZIMUTH SECTOR EXISTING LTE 700 RRH, (1) PER SECTOR, (3) TOTAL GAMMATO BE REMOVED AND REPLACED SEC. "G" LTE 700/1900_ - ANTENNA 270' AZIMUTH EXISTING LTE 1900 RRH (BELOW), (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING (2) DC6 SURGE PROTECTORS TO REMAIN EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL TO REMAIN SEC. "G" LTE AWS/WCS/850 ANTENNA 270' AZIMUTH EXISTING LTE WCS RRH, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL TO REMAIN X10 �*5 d' PSP J�� a00 P� CSG N EXISTING LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL TO BE REMOVED 'T,71TtI;IF� SECTOR ALPHA SECTOR DELTA J (UMTS ONLY) Z c; JI r� o y . G `js it �y Gy��o SECTOR EPSILON SECTOR (UMTS ONLY) BETA EXISTING LTE AWS/WCS/850 ANTENNA, (1) PER SECTOR, (3) TOTAL EXISTING UMTS TMA, (1) PER SECTOR, (5) TOTAL EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL LZ SEC. "G" UMTS 850/1900 ANTENNA 270- AZIMUTH PROPOSED LTE 700 B12/B14 RRH, SECTOR (1) PER SECTOR, (3) TOTAL GAMMA EXISTING ANTENNA CONFIGURATION 1 2 1 w.„ r, Ns EXISTING LTE 1900 B25 RRH (BELOW), (1) PER SECTOR, (3) TOTAL EXISTING (2) DC6 SURGE PROTECTORS - - - EXISTING LTE WCS RRH, (1) PER SECTOR, (3) TOTAL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL PROPOSED LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI - 2/19/2019. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 3: CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION SECTOR DELTA (UMTS ONLY) EXISTING LTE AWS RRH, l (1) PER SECTOR, (3) TOTAL at&t j MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE. 200 TUALATIN, OR 97062 ve&j*Lml, Ilc ep mplete vlrele ca cplutlonc 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD 937 SUMMIT BOULEVARD SPRING FIR,�oOR.97477 • 1IEXPIRATION DATE: 06/30/2019 fJ f y iOoo PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE �' ••• EU05 SPRINGFIELD ISSUED FOR: SUPPLIED BY AT&T WIRELESS, FROM RF CONFIG DATED: 11/21/2018 BY: BRANDON MCGOVERN SECTOR POS TECHNOLOGY ANTENNA MAKE ANTENNA MODEL ANTENNA RAD CENTER (FEETAGL) AZIMUTH (DEGREES) TMA MODEL QTY DC SURGE AND DISTRIBUTION (QTY) FEEDER TYPE (LTE) FEEDER LENGTH (FT) DOWNTILT (DEGREES) A 1 LTE AWS/WCS/850 CCI DPA-65R-BUUUU-H8 43 45 DC12-48-60-RM (1), DC6-48-60-RM (1), DC6-48-60-18-8C-EV (2) (1) FIBER/ (4) DC VARIES 0"(M) E: L2(01), LS(02), WCS(00) 2 UMTS 850/1900 TENXc WIRELESS BSA-M65-19RO10-02-L 43 45 TT19-08BPill-001 1 0°(M) E: US(06), U9(03) 3 4 LTE 700/1900 KMW EPBQ-654L8HS-L2 43 45 0"(M) E: L7(02), L9(02), L7_PS(02) B 1 LTE AWS/WCS/850 CCI DPA-65R-BUUUU-H8 43 155 0"(M) E: L2(01), L8(02), WCS(00) 2 UMTS 850/1900 TENXc WIRELESS BSA -M65 -198010-02_L 43 155 TT19-OBBP111-001 1 0°(M) E: UB(06), U9(03) 3 O°(M) E: L7(02), L9(02), L7 P5(02) 4 LTE 700/1900 KMW EPBQ 654L8H8-L2 43 155 C 1 LTE AWS/WCS/850 CCI 2 DPA-65R-BUUUU-HS 43 270 0"(M) E: L2(03), L8(06), WCS(00) O°(M) E: L7(07), L9(04), L7_PS(07) 3 LTE 700/1900 KMW EPBQ-654LSH8-L2 43 270 4 UMTS 850/1900 KATHREIN 742-264 43 270 TT19-08BP111-001 1 0"(M) E: U8(08), U9(04) D 2 UMTS 850/1900 TENXc WIRELESS BSA -M65 -19R010 -02_R 43 45 TT19-08BP111-001 1 O'(M) E: U8(06), U9(03) E 2 UMTS 850/1900 TENXc WIRELESS BSA -M65 -1911010-02_R 43 155 TT19-08BP111-001 1 0"(M) E: U8(06), 19(0 3) EXISTING LTE AWS/WCS/850 ANTENNA, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING UMTS TMA, (1) PER SECTOR, (5) TOTAL TO REMAIN EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL SEC. "G" UMTS 850/190( ANTENNA 270' AZIMUTH SECTOR EXISTING LTE 700 RRH, (1) PER SECTOR, (3) TOTAL GAMMATO BE REMOVED AND REPLACED SEC. "G" LTE 700/1900_ - ANTENNA 270' AZIMUTH EXISTING LTE 1900 RRH (BELOW), (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING (2) DC6 SURGE PROTECTORS TO REMAIN EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL TO REMAIN SEC. "G" LTE AWS/WCS/850 ANTENNA 270' AZIMUTH EXISTING LTE WCS RRH, (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL TO REMAIN X10 �*5 d' PSP J�� a00 P� CSG N EXISTING LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL TO BE REMOVED 'T,71TtI;IF� SECTOR ALPHA SECTOR DELTA J (UMTS ONLY) Z c; JI r� o y . G `js it �y Gy��o SECTOR EPSILON SECTOR (UMTS ONLY) BETA EXISTING LTE AWS/WCS/850 ANTENNA, (1) PER SECTOR, (3) TOTAL EXISTING UMTS TMA, (1) PER SECTOR, (5) TOTAL EXISTING UMTS 850/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL LZ SEC. "G" UMTS 850/1900 ANTENNA 270- AZIMUTH PROPOSED LTE 700 B12/B14 RRH, SECTOR (1) PER SECTOR, (3) TOTAL GAMMA EXISTING ANTENNA CONFIGURATION 1 2 1 w.„ r, Ns EXISTING LTE 1900 B25 RRH (BELOW), (1) PER SECTOR, (3) TOTAL EXISTING (2) DC6 SURGE PROTECTORS - - - EXISTING LTE WCS RRH, (1) PER SECTOR, (3) TOTAL EXISTING LTE WCS FILTER (1) PER GAMMA SECTOR, (1) TOTAL PROPOSED LTE 700/1900 ANTENNA, (1) PER SECTOR, (3) TOTAL 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI - 2/19/2019. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 3: CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION SECTOR DELTA (UMTS ONLY) EXISTING LTE AWS RRH, l (1) PER SECTOR, (3) TOTAL at&t j MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE. 200 TUALATIN, OR 97062 ve&j*Lml, Ilc ep mplete vlrele ca cplutlonc 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD 937 SUMMIT BOULEVARD SPRING FIR,�oOR.97477 • p,h FAJ: 10094157 BRAWN BY: SEL CHECKED Or HJ CURRENT ISSUE DATE: PROPOSED SITEPR01 HRK12-3HD 2/28/19 HANDRAIL KIT & SCX2K CROSSOVER I SCAMP: PLATE PER ANALYSIS BY TEP - 1/24/2019 9 1IEXPIRATION DATE: 06/30/2019 fJ f y iOoo PRNECT: a °_ L`FE` V �' ••• • • ISSUED FOR: `'"' CONS;TRU-'TRU THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS 54JBMITTALS • `'RE4? DATE OESCP'PHON JB1' • 00 • • • • • AV 2/6/19 PhFLfM cos 9ET m CO"I 2/28/19 FlNAL CDS SEL p,h FAJ: 10094157 BRAWN BY: SEL CHECKED Or HJ CURRENT ISSUE DATE: PROPOSED SITEPR01 HRK12-3HD 2/28/19 HANDRAIL KIT & SCX2K CROSSOVER I SCAMP: PLATE PER ANALYSIS BY TEP - 1/24/2019 9 1IEXPIRATION DATE: 06/30/2019 fJ f y iOoo THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS SECTOR PROPRIETARY BY RA ANY USE OR DISCLOSURE OTHER THANHAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIB ]). EPSILON SECTOR (UMTS ONLY) SHEET TIRE: ANTENNA BETA L CONFIGURATIONS SHEET NUMBER: REV._ RF -1 10 PROPOSED ANTENNA CONFIGURATION j MANUFACTURER: KMW PART#: EPBO-6541.81-18-1-2 LENGTH: 96" PANEL ANTENNA ANTENNA MOUNT, - TOP & BOTTOM PANEL ANTENNA - MOUNTING PIPE ANTENNA MOUNT, - 4 at&t WIDTH: 21" TOP & BOTTOM MOBILITY DEPTH: 6.3" 2 36"0 STD - y r WEIGHT: 86 lbs MOUNTING PIPE a CD AT&T MOBILITY CORP. e -RRH 19801 SW 72ND AVE., STE 200 e RRH � e *RRH TUALATIN, OR 97062 Ih r complete wireless soluttoes RF CONNECTORS, TYP 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 FIBER/DC 6 LAKE OSWEGO, OR 97035 JUMPER SITE ID: EU05 -' - MARKING TAPE WHERE THE COAX 5" MINIMUM RADIUS i CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/CM SPRINGFIELD 21" CABLE CONNECTS TO THE ON COAX JUMPERS AND/OR RF ENGINEER PRIOR TO CONSTRUCTION i- ANTENNA SIDE VIEW BACK VIEW 937 SUMMIT BOULEVARD NOT USED g scuE : Nm LTE ANTENNA $ SPRINGFIEL',)�OR. 97477 •• PRL%oECT: I v • • • TISSUED FOR: CON�TRU�TION S"JBMITTALS • •RE1^ DATE p OESCPJPIlON 'Y' . Al 2/6/19 CRELD COS MRI! • • c c c)c 2/28/19 ^~ FINAL COS SEL ce� V • • FAI; 10094157 DRAWN BY: SEL CHECKED BY- NJ CURRENT ISSUE DATE: 2/28/19 NOT USED 7 NOT USED 6 SURGE PROTECTION, RRH & ANTENNA MOUNTING DETAIL 5 STAMP; PROF MANUFACTURER: SREPRO 1 PART N0: SCX2K WEIGHT: 8.39 lbs MANUFACTURER: SffEPRO 7 PARI N0: HRK12-3HD WEIGHT: 502.34 Ibs MANUFACTURER: NOKIA MODEL: 4T4R 612/14 320W AHLBA _ HEIGHT: 22.05" 560mm WIDTH: 12.13" 308mm p4' �NGI r 866 4 AlA•0.0.A1R61NA PeE DEPTH: 6.97" 177mm WEIGHT: 101.4lbs 46kg 4f.- N - i z 3 s a � ? I z L. OREGON �4 Y 13,20 I a3.e•o.o. RPEP1657IN6ANTENNAPIPEB AH6aulPatw _ ._.;, ' ! EXPIRATION DATE: 06/30/2019 �roitOPAIDs�AnATELn I.THE . . INFORMATION CONTAINED W TMS SET OF CONSTRUCTION OOCUMEMS IS PROPRIETARY BY NATURE. ANY OR ,e iI il A USE DISCLOSURE OTHER THAN THAT WHICH TO ATkT MO&CITY IS STRICTLY PROHIBITED.ELATES SHEET TRLE: II i I[I' RF DETAILS A SHEET NUMBER: REV. NOT USED 4 SCALE : N1s SCX2—K CROSSOVER PLATE KIT 3 SCN.E Nrs HRK12-3111) HANDRAIL KIT 2 seuE : N1s AIRSCALE LTE 700 RRH j RF-2 0 GROUND PF RRH'S AS Rl S 11'x17' SCALE: NTS SYMBOL DESCRIPTION (9 COPPER GROUND ROD ® TEST WELL A CADWELD CONNECTION ® GROUND BAR ® MECHANICAL CONNECTION ` J FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM 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 INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 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 ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE 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 I 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 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GENERAL ROD N07ES_iWHERE APPLICABLE)- 1. PPLICABLE)- 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, Q 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. h • 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL 8F c" PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM Ic GRIDS AND EXISTING COMMUNICATIONS FACILITY. •• GROUNDING PLAN 1 1 A at&t '4 MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE. 200 TUALATIN, OR 97062 �"IfeW i,11C .c.pl.t. vIr..... ........ s 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD 937 SUMMIT BOULEVARD SPRINGFIELD, OR. 97477 o•� R4 ECP. • L4 T- 6C1�� ISSSO D FOR: CONSTRUCTION • SjBMITT,4YS ,RiY, DATE DESCRIPTION �r A[ 2/6/19t ^ P'EW,y' CDS g c9� 2/28/19 RtS&CDS SEL c • FAJ: 10094157 DRAWN Dr. SEL CHECKED BY: HJ CURRENT ISSUE DATE: 2/28/19 STAMP: ,,gyp PIR G1 866 866 E < GREG k41' 13, EXPIRATION DATE: 06/30/2019 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATESTOAT&T MOBILITY IS STRICTLY PROHIBITED. SHEET 1ITLE: GROUNDING PLAN SHELT NUMBER: REV. G-1 o •r• •r• Ir SURGE PROTECTOR ' & OR FIBER POWER CONNECTOR LIE UMTSJGSM I ANTEN 9 ANTENA �I II RRH(S), TYP — TMA r I DC FIBER II +III TO RRH CJ ,; , lo E—E x �—FO—FO O I—CX—CX- w! j (2) #2 AWG GROUND I �f 21 V _ WIRE TO RRH, TYP------------------ \ � II DC AND FIBER TO I COAX RUN SURGE PROTECTOR(S) e — -+gym wlMOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING O WIMOUNT GROUNDING BUS BAR ------ TO TOWER AT GROUND LEVEL o WITH ISOLATION 1 SCALE: ws GROUNDING SCHEMATIC DIAGRAM 5 DOUBLE CRIMP CONNECTION, TYP 4"x 30"x Y,' THICK INTERIOR COPPER GALVANIZED GROUND RING GROUND BAR BOND RF BUS BAR �i-- TO "I' SECTION WALL MOUNTING �� I — UTILIZE GROUND KITS WITH BRACKET m #2 AWG AND 2—HOLE COMPRESSION LUGS UNLESS ISOLATOR, TYP — ` % SPECIFIED OTHERWISE BOND DC BUS BAR & POTENTIAL SURGE PRODUCING A' SECTION BONDED TO: EQUIPMENT TO 'P' SECTION . INTERIOR GROUND RING EXOTHERMICALLY WELD #2 AWG a EXTERNAL EARTH GROUND BARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) CONDUCTOR TO GROUND BAR. a METALLIC COLD WATER PIPE ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) GROUND RING AND PROVIDE a BUILDING STEEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. SCALE: NTS CELL REF GROUND BAR (CAGB) 4 GROUND KITS WITH LONG BARREL COMPRESSION DOUBLE LUGS AND INSPECTION WINDOW, ATTACH TO GROUND BAR O 101 0 0 0 0 a a 0 0 0 0 0 0 a 0 0 D on a o 0 0 0 0 0 o a 0 0 0 R.0 o0000000000A 0 [ NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO–OX" OR APPROVED. SCALE: WS GROUND BAR 3 NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES – CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. SCALE : NTS CAD WELD EXAMPLES 12 Y~ Mt&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE. 200 TUALATIN, OR 97062 veloc d, Ilc. camp ate w1rala...a utlon■ 4004 KRUSE WAY PLACE BLDG.4004, SUITE ##220 LAKE OSWEGO, OR 97035 SITE ID: EU05 SPRINGFIELD 937 SUMMIT BOULEVARD SPRINGFIELP), OR. 97477 'PI:OJECT— _ • iig.aD FOR: ,• • • CONSTRUCTION,; ; ... Rel. DATE DESCRIPTION d� • • • Ad 2/6/19f -.v PRELq CDS lk 2/28/19 RIfaL'� COs I