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PROPRIETARY INFORMATION
S CHOLE S THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
& 125 THBR 1.P�ia40,
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DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 12655-A SW NORTH DAKOTA ST 4004 KRUSE WAY PLACE
DISCLOSURE OTHER THAN THATWHICHBLDG.4004,SUITE#220
MOBILITY SERVICES IS STTRICTLYY PROHIBITED.RELATES TO THE AT&T TIGARD, OR 97223 OFFICE COPY LAKE OSWEGO,OR 97035
503-699-3050(MAIN)
PR77 I FA: 10098014 503-636-2501 (FAX)
VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR77
$ s"5.^K APPLICANT: PROPERTY OWNER: INC DWG # DESCRIPTION SCHOLLS & 125TH
3- FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. CLIFFORD & EARLENE SHELEY X T-1 TITLE SHEET 12655-A SW NORTH DAKOTA ST
4004 KRUSE WAY PL, SUITE #220 18390 SW SHAW ST SV-1 SURVEY TIGARD,OR 97223
LAKE OSWEGO, OR 97035 ALOHA, OR 97007
SW Schdls Fe Y X A-1 OVERALL SITE PLAN
s swsc PH: (503) 539-9247 PROJECT:
^"d" a PROJECT ENGINEER: T WER OWNER: X A-2 COMPOUND LAYOUT PLANS LTE 4C
sTerry PrJ( OCATION svy scmpswig Rd sw:RhOtlX A-3 EQUIPMENT LAYOUT PLANS
� m ` vf"►er LOCATION FDH VELOCITEL INC. CROWN CASTLE X A-4 ELEVATIONS ISSUED
�" '" CD FeTIO'a SITE LOCA ION 4004 KRUSE WAY PL, SUITE 1220 1505 WESTLAKE AVE N, SUITE 800
swh°" LAKE OSWEGO, OR 97035 SEATTLE, WA 98109 A-5 EQUIPMENT DETAILS REVIEW
a'°"" �+ PAUL TIBBOT, P.E. MAEVE HODO A-6 EQUIPMENT DETAILS
VK s.*nvye"`v p ^ SUBMITTALS
• R s PH: (503) 699-3050 PH: (206) 336-2873 A-7 SITE DETAILS
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Ka9acK CROWN SITE NAME: SCHOLLS & 125TH - A-8 GRADING & EROSION CONTROL PLAN REVDATE DESCRIPTION
Q CONSTRUCTION MANAGER: CROWN SITE ID: 856366 A 11/23/16 PRFEIM COS DRS
o. c' FDH VELOCITEL, INC. A-9 GRADING & EROSION CONTROL DETAILS 0 2/5/17 CONSTRUCTION DRS
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a.bn,ceu acd 4004 KRUSE WAY PL SUITE #220 ZONING CONSULTANT: A-10 GENERATOR DETAILS
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V w �q •Do,uts L9 LAKE OSWEGO, OR 97035 FDH VELOCITEL INC. A-11 PROPANE TANK DETAILS
;• a JAY TELFORD 4004 KRUSE WAY PL, SUITE 1220
•R.,�w� PH: (503) 349-2149 A-12 SIGNAGE DETAILS
t•'T'a - - LAKE OSWEGO, OR 97035 A-13 SIGNAGE DETAILS
s,& CODE INFORMATION: NATAUE ERLUND X RF-1 ANTENNA CONFIGURATIONS
" "' sae •• „.�9 s 1oitlN..rScholts ear'� ZONING CLASSIFICATION: C—P PH: (503) 539-9247 X RF-2 RF DETAILS
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a b n,•d�crova JURISDICTION: C TIGARD X
CRY OFX G 1 GROUNDING PLAN
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SITE LOCATION:
=( BASED ON NAD 83)
adq IdeadgyP, G-3 GROUNDING DETAILS DRAWN BY: CEg
o r° TAX LOT #: R20332709 G-4 GROUNDING DETAILS CHECKEDBY: CB
TS NTS 3 LATITUDE: N 45' 26' 32.1" (45.4423) E-1 UTILITY SITE PLAN CURRENT ISSUE DATE:
s I 8 LONGITUDE: W —122' 48' 16.2" (-122.8045) E-2 ELECTRICAL DETAILS
g TOP OF STRUCTURE AGL• 55'-0" 2/8/17
E-3 ELECTRICAL BBU DATA
x BASE OF STRUCTURE AMSL ± 236' S-1 SHELTER FOUNDATION DETAILS
DRIVING DIRECTIONS PROJECT AREA: S-2 STRUCTURAL EQUIPMENT DETAILS
FROM LAKE OSWEGO, OR: START OUT GOING ONTO OR-217 N/BEAVERTON TIGARD FWY N. TAKE THE OR-210/SCHOOLS FY RD EXIT 4. KEEP LEFT TO TAKE THE APPROXIMATE LEASE AREA: 396 SQ. FT. Q
pz RAMP TOWARD KINTON/SCHOI.LS. TURN LEFT ONTO OR-210/SW SCHOLLS FERRY RD. TURN LEFT ONTO SW NORTH DAKOTA ST. SITE WILL BE ON THE LEFT. GENERAL INFORMATION: ���ED PBU/rEtin
mu
1. PARKING REQUIREMENTS ARE UNCHANGED. LEGAL DESCRIPTION �S +6IN�,4 Ie
' 2. TRAFFIC IS UNAFFECTED. NO TITLE REPORT PROVIDEDr
3. NO SIGNAGE IS PROPOSED. , '
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PROJECT DESCRIPTION:
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AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO
TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 55FT TOWER C 2/ 7/1 REGONO
AND AN EQUIPMENT PAD. r,,
To APPROVAL/SIGN OFF OF DRAWINGS AT&T WILL REMOVE/REPLACE FROM TOWER: Ick D
CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE • (1) GSM 850/ UMTS 850/1900 ANTENNA PER SECTOR, (3) TOTAL
• ( ) RENEWS 06/30/18
CONSTRUCTION MANAGER COMPLIANCE 1 GPS AND GPS FEEDERS
LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER AT&T WILL INSTALL ON TOWER:
• (1) UMTS 850/1900/LTE AWS ANTENNA PER SECTOR, (3) TOTAL
CITY CF TIGARD �INFORMATION aDOOCU NED Kj�IS
PROJECT MANAGER DEPLOYMENT MANAGER (1) LTE AWS RRH PER SECTOR, (3) TOTAL
i 7 TPROPRIETARY BY NATURE.ANY�OR
Approved
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��� DISCLOSURE OTHER THAN THAT WHICH
SITE ACQUISITION EQUIPMENT ENGINEER AT&T WILL ADD TO EQUIPMENT PAD: A p p ro e d Gil RELATES AT&T MOBILRY IS STRICTLY
(3) DC BREAKERS f j j T'"i C n n)n
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ZONING INTERCONNECT • 1 STRING OF BATTERIES Date:; Z 22. SHEET TIRE:
SITE ACQUISITION MANAGER OPERATIONS �� E
I
PERMITS RF ENGINEER
Initials: ?7G TITLE SHEET
F REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SHEET NUMBER REV.
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T-1
o
GENEBtLIKIIIM GENERAL NOTES: (CONTNUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES
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1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND CONDITIONS. ''.
.4. at&t
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. w
- SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIANE IENS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT �� MOBILITY
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR TOWER/POI FSS• ...T`'
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 AT&T MOBILITY CORP.
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STE.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. TUALATIN,OR 97062
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 FDH VELOCITEL
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 ENOINEERINQ INNOVATION
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 4004 KRUSE WAY PLACE
AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MIL METAL BLDG.4004,SUITE#220
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 SETLAKE OSWEGO,OR 97035
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 503-699-3050(MAIN)
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). BLK BLOCKING MISC MISCELLANEOUS 503-636-2501 (FAX)
CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP 11ES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (5 15 BARS) 1J¢" CLG CE LUNG NA NOT APPLICABLE
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUR 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) 3'4" CONC CONCRETE NTS NOT TO SCALE SITE ID: PR77
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 DOBIE 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 SCHOLLS& 125TH
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. A DIAMETER SERVICE
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DAG DIAGONAL PDU POWER DISTRIBUTION UNIT
13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DN DOWN PLYWD PLYWOOD 12655-A SW NORTH DAKOTA ST
5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN simAgml AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DET DETAIL PROJ PROJECT TIGARD,OR 97223
- - - - TILE CONTRACT DIVOT M TIE CONTRACTOR JMdl OF!VILELY DldOd JDLC --WmIFICRISEB'3I JpU9HED ROVMIMIENDATICN9.ORGY IT 3TRQARTH 31iML-JE AT ---- -
Dy[�_-OSArnNa__ -rs�r MOPS= -. -_ - ---- �r
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 PROJECT:
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 LTE 4C
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL EQ EQUAL RA 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 ISSUED FUR:
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. EXT EXTERIOR RRH REMOTE RADIO HEAD REVIEW
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRUCTURAL STEEL NOTES: FlF FIBER INTERFACE FRAME SHT SHEET
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR SUBMITTALS
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 REV. DATE DESCRIPTION BY
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.
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FT FLOOR SF SQUARE
STAINLESS OCSTEEL A 11/23/16 PRELIM CDS DRS
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE STL STEEL 0 2/8/17 CONSTRUCTION DRS
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 AMPUFIER
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
STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). 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 INSTIL INSULATION W/O WITHOUT
-. 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L US IEU OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRFl FSS COMMUNICATION FA/: 10098014
5 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACIUTY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE DRAWN BY: CFB
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 CHECKED BY: CB
IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98%ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KSI
' 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. E. ANCHOR BOLTS ASTM A307 LEGEND CURRENT ISSUE DATE
NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST-OFF 2/8/17
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 STAMP:
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 INSPECTIONS: 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS RIGHT-OF-WAY LINES ���E� PROM
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 U .015• PROPOSED CONTOUR- MAJOR
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-QUAWFlED WELDS (AS DEFINED BY AWS) SHALL BE o- -o 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 G t Nt O
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 .005 EXISTING CONTOUR - MAJOR .O s+ c,
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 A A pEv.
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 -cx cx -CX-CX- COAXIAL CABLE RUN Ilk " 'TIS
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF -FO FO- -FO-F0- FIBER OPTIC CABLE RUN QQ��
WELDED BARS. -E E- -E E- ELECTRICAL CABLE RUN
w 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES: OREGON
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 021 7/1 O
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. ❑ ❑- -1:1-0- FENCE - SEDIMENT Al....,, 9.'LO ,,(�
15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN "SPECIFICATION FOR THE ALL COLD-FORMED E DESIL GNOF COLD-FORMED 5 W.. STRUCTURAL G SHALL CONFORM TO THE A.I.S.S.
FENCE - CHAINUNK, /W BARB �j ,1_O
TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS." `D' 1►�
aS 0150, PORTLAND CEMENT TYPE II U.N.O. RENEWS 06/30/18
2 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.)
1
NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSES) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8
PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. THE INFORMATION CONTAINED IN THIS
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA ASTM1 ® SET IS
PROPRIETARY BY NATURE.ANY USE OR
17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 1307 BOLTS UNLESS NOTED OTHERWISE. , DISCLOSURE THAN THAT WHICH
INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, AT&TRMOBIJ Y IS STRICTLY
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNI F'S NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN T
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 DIG! BURIED UTILITIES EXIST IN THE AREA AND MANUFACTURERS WRITTEN INSTRUCTIONS. , SHS TITLE:
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Know what's below.
- 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 Call before you dig. GENERAL NOTES
CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60
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1 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 tiCEI SHEET NUMBER: REV.
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/ TIGARD,OR 97223
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,Y REV. DATE DESCRIPTION BY
7 A 11/23/16 PREIJM CDS DRS
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1. TOWER/ANTENNA DESIGN AND ANALYSIS BY OTHERS. TOWER OWNER _
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SECTOR POS TECHNOLOGY ANTENNA ANTENNA MODEL ANTENNA RAD AZIMUTH TMA MODEL QTY DC SURGE AND FEEDER TYPE FEEDER LENGTH DOWNTILT
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I BILID ECORP.200
1 LTE 700/1900/WCS KMW EPBQ-652L8H8 54 60 0 TUALATIN,OR 97062
A 2 UMTS 850/1900 LTE AWS KMW EPBQ-652L8H8 45 60 ETB19G8-12UB 2 0
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SHEET NUMBER: REV.
0 22.34•SCALE: Nrs EXISTING ANTENNA CONFIGURATION 2 22NuU.SCALE:NTS PROPOSED ANTENNA CONFIGURATION j R F-1
11•.17"SCALE: NTS 11.17"SCALE: NTS
MANUFACTURER: KMW
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SIDE VIEW [ 1 BACK VIEW REV. DATE DESCRIPTION BY
A 11/23/16 PRELIM CDS DRS
0 2/8/17 CONSTRUCTION 'DRS
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CURRENT ISSUE DATE
2/8/17
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MANUFACTURER: ALCATEL—LUCENT f PIPE DOWNTILT BRACKET ,���ED PROffro
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WEIGHT: 56.8 LBS 1 ., ■
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THE INFaRMATaN coNraNm IN THIS
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..::: _:- "," DISCLOSURE OTHER 7HAN THAT WHICH
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SHEET TITLE:
RRH a `o BRACKETS CONNECTOR, •
RF, TYPet 1 TAPE AND BRASS RF DETAILS
TAG MARKINGS
FRONT ISO VIEW FRONT ,FIQE SHEET NUMBER: REV.,
NOT USED 14 NOT USED 13 SCALE 1 NTS AWS RRH UNIT WITH SOLAR SHIELD 2 SCALE:NTs ANTENNA MOUNTING DETAIL 1 R F-2 0
ABLE MARKING TAGS
1*.‘,..-..,.:7.-44‘*
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TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL Cyt z MOBILITY
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LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE
ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBILITY CORP.
19801 SW 72ND AVE.,STE.200
TUALATIN,OR 97062
THE FOLLOWING ARE 3 DIFFERENTO O 0
FORMATS TO BE USED FOR THE 1A 1 A 1 A
BRASS TAGS. T8 38 69U9 ,,
FSH VELOCITEL
DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C ENGINEERING INNOVATION
FORMAT A IS TO BE USED WHEN THERE 4004 KRUSE WAY PLACE
IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO BLDG.4004,SUITE#220
TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT LAKE OSWEGO,OR 97035
THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 503-699-3050(MAIN)
TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING 503-636-2501 (FAX)
AT THE TOP OF THE TOWER.
THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARA:ItN SITE ID. PR77
DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE
TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE
TECHNOLOGY. SCHOLLS & 125TH
SECTOR GAMMA SECTOR ALPHA
RF CABLE C2 Al RF CABLE A2 12655-A SW NORTH DAKOTA ST
THROUGH C6 AS THROUGH A6 AS TIGARD,OR 97223
\ Iiill):3 -- — 7
PROJECT:
LTE 4C
ISSUED FOR: --
Cl B1
REVIEW
SECTOR BETA SUBMITTALS
RF CABLE B2 REV. DATE DESCRIPTION BY
THROUGH BIS
AS REQ�D A 11/23/18 PRELIM CDS DRS
0 2/8/17 CONSTRUCTION DRS
REEL
SECTOR ORIENTATION/AZIMUTH WILL VARY FROM
REGION TO REGION AND IS SITE SPECIFIC.
REFER TO RF REPORT FOR SITE TO DETERMINE
- THE SECTOR ORIENTATION.
CABLE MARKING LOCATIONS
/ NO. TAG LOCATIONS
t X END OF THE MAIN COAX RUN WHERE THE COAXIAL FA/: 10098014
CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: CFB
CHECKED BY: CB
2 X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER
(AS APPLICABLE). CURRENT ISSUE DATE
2/8/17
aI 3. X END OF JUMPER AT BTS CABINET STAMP:
X — ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE.
,0 PROF&
CABLE COLOR MARKING
4 GixFF4O
IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE r �• �
BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. ik 1 -...
N THE COLORS SHALL BE AS FOLLOWS:
z SECTOR A RED 02 7/�9 OREGP
SECTOR B: BLUE vt�9.
SECTOR C: GREEN
D.'i10
THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/18
DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED
AT EVERY SITE.
TIE INFORMATION CONTAINED IN THIS
COAX BOOT SPECIFICATION SET Of CONSTRUCTON DOCUMENTS S
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
ROXTEC H SEAL H3-150 / 3X (28-54) / 20
SHEET 1ITIL
SEE COAX CONDUIT EXT SEAL DETAIL (WHEN APPUCABLE)
RF NOTES
CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL
SHEET NUMBER REV.
RF-4 0
SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: `
® COPPER GROUND ROD '-.` "'',. at&t
1. GROUNDING SHALL BE INSTALLED a BELOW FROST DEPTH OR 30' BELOW 4
® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. ''`}r °' MOBILITY
A CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP.
® GROUND BAR 19801 SW 72ND AVE.,STE.200
3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062
//. MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR --
` J FIELD VERIFY & T1E INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT
`/�//' EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRAC110ES. FDH VELOCITEL
4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE
COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ENGINEERING INNOVATION
ABOVE GROUND. 4004 KRUSE WAY PLACE
5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220
OTHER OPERATIONAL 1LbiING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035
503-699-3050(MAIN)
6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX)
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SITE ID: PR77
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 SCHOLLS & 125TH
8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 12655-A SW NORTH DAKOTA ST
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223
GENERAL ROD NOTES (WHERE APPUCABL.E3: PROJECT:
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE ILSIING ONCE LTE 4C
THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR:
UTIUZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. REVIEW
THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO
LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS
SHOW THE PLATEAU.
REV. DATE DESCRIPTION BY
2. 2 POINT GROUND TEST OR 3 POINT 62% ItSIS WILL NOT BE ACCEPTED A 11/23/IB PRELIM CDS DRS
AS ALTERNATIVES TO THE AFOREMENTIONED GROUND Irma. TEST SHALL BE 0 2/8/17 CONSTRUCDON DRS
PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
GRIDS AND EXISTING COMMUNICATIONS FACILITY.
i,
V
i FAQ: 10098014
4,k, DRAWN BY: CFH
o CHECKED BY: CB
f` CURRENT ISSUE DATE
n APPROXIMATE LOCATION �/ 2/8/17
x OF GROUND R AT
*��/ ` STAMP:
th
/ D PROF
E E
1% �I/�/=IGROUNDAJiRRHsSEE G-2 c�S� el,l',,' * /--11111111.111 - aI N�' -04/0
110 0a 7/1 OREGON
'Og9,Z°
NGtD.Tig.
RENEWS 06/30/I8
_et
41IgTHE INFORMATION CONTARED IN THIS
lip SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
22'04.SCALE NTS PLATFORM PLAN 2 PgTES IO AT&T MDeAm IS STRICTLY
WWI?'SCALE:NTS
- SHEET TITLE
'" GROUNDING
PLAN
SHEET NUMBER.G-1 REV.
NOT USED 1 o
' SURGE PROTECTOR DOUBLE CRIMP
& OR FIBER POWER
CONNECTION, TYP
CONNECTOR 4"x 30"x Y"THICK ` }
11 NA UMTS/GSM 1 COPPER GALVANIZED r H � at&L
^1. GROUNINTERIOR
RING Ly I //-i I' as, GROUND BAR X"x4'x1/4' GROUND KITS WITH LONG BARREL ` I24 MOBILITY
�". ' THICK COPPER COMPRESSION DOUBLE LUGS AND ''s"--'-
0,,, RRH(S), TYP-- TMA •4- �VGALVANIZED INSPECTION WINDOW, ATTACH TO
BOND RF BUS BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP.
i ,� 1 TO I" SECTION GROUND BAR GROUND BAR
19801 SW 72ND AVE.,STE.200
DC/FIBER I �5 �J' ISOLATOR TUALATIN,OR 97062
TO RRHII
y' �� n n (WHEN �/
IL
FO E FO o e I—CX CX I WALL MOUNTING /�,- ( .... 00000000000 APPLICABLE) �"
�� 0000 00000000000 ..li
'r
I� i I UTIUZE GROUND KITS WITH o o ) Elt
I 1 v) coo° oo0000 o 0 o o oc
(2) 2 AWG GROUND I c BRACKET I 2 AWG AND 2-HOLE :i L
C F D H VELOCITEL
W I\ --� IE TO RRH, TYP 1�) COMPRESSION LUGS UNLESS J_
�_ i \ ISOLATOR, TYP ` SPECIFIED OTHERWISE SOLID BARE
i f TINNED COPPER TYPE W TYPE VS TYPE VB TYPE PT ENGINEERING INNOVATION
�\/ BOND DC BUS BAR & _ WIRE CADWELD V
POTENTIAL SURGE PRODUCING / •A" SECTION BONDED TO: a (TYPE-GL) 4004 KRUSE WAY PLACE
DC AND FIBER TO COAX RUN INTERIOR GROUND RING all LAKE OSWEGO,OR 97035
SURGE PROTECTORS) EQUIPMENT TO "P" SECTION BLDG.4004,SUITE#220
ty
�_ i EXOTHERMICALLY WELD j2 AWG EXTERNAL EARTH GROUND "X" VARIES
• BARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) ► \'�r 503-699-3050(MAIN)
' MOUNT GROUNDING BUS BAR NEAR 12 AWG GROUND WIRE • METAWC COLD WATER PIPE , ° 503-636-2501 (FAX)
ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING CONDUCTOR TO GROUND BAR.
o " ROUTE CONDUCTOR TO BURIED (IF AVAILABLE)
MOUNT GROUNDING BUS BAR b GROUND RING AND PROVIDE • BUILDING STEEL TYPE GT TYPE GY TYPE GR TYPE GL
I TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) SITE ID: PR77
o WITH ISOLATION " NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
i * NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO-OX" OR APPROVED. NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO-OX" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. SCHOLLS& 125TH
SCALE:NTS GROUNDING SCHEMATIC DIAGRAM 5 SCUT NTS CELL REF GROUND BAR(CRGB) 4 SCALE:NTS GROUND BAR 3 SCALE:NTS CAD WELD EXAMPLES 2 12655-A SW NORTH DAKOTA ST
TIGARD,OR 97223
PROJECT:
LTE 4C
ISSUED FOR:
REVIEW
SUBMITTALS
REV. DATE DESCRIPTION BY
A 11/23/16 PREIJM CDS DRS
0 2/8/17 CONSTRUCTION DRS
Z,
V
FAD: 10098014
DRAWN BY: CFB ISI
CHECKED BY: CB
CURRENT ISSUE DATE
2/8/17
STAMP: I
QED PROfE
���$GIN4 74,
L„
�' 4► .....
e , ,
..:.
02/ 7i1 O�ON
A 9.113
E. �D.TO
RENEWS 06/30/15
THE INFORMAT1N CONTAINED IN 1H15
SET OF CO ITRUCDON DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT TWITCH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE
Tr II, GROUNDING
DETAILS
SHEET NUMBER: REV.
NOT USED 1 G-2 0