Plans (78) •
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,�► REVIEWED FOR CO/DB COMPLIANCE H r,,,... MOBILITY*,,,�� PP t 1A'
t� � Approved: AT&T MOBILITY CORPArO .
¢¢¢} � 19801 SW 72ND AVE.,STET 200
;i / OTCs I 1 TUALATIN,OR 97062 411111016* r
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PROPRIETARY INFORMATION _... Address: " ` � FDH VELOCITEL
TIGARD ltf � -
THE INFORMATION CONTAINED IN THIS SET OF Suite� ENIIINEERINII INNIIVATIIINCONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE �i f� 4004 KRUSE WAY PLACE
RELATES TOANY USE RTHE AT&TU MOBILITY SERVICES IS STRICTLY 6975 S W SANDBURG STREET RE OTHER THAN THAT WHICHBy: - ars& Date: ( '`'� t? BLDG.4004,SUITE#220
PROHIBITED. TIGARD, OR 97223 ►# . LAKE
35
5 030699 3 0 OOnR9N)35
P R 35 I 1 00 9 4 1 4 6 503-636-2501 (FAX)
VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR35
�y - �� ® FDH VELOCffEL ON BEHALF OF AT&T MOBILITY CORP. LAND OWNER: IN DWG. TIGARD
A a 1 � 2 4004 KRUSE WAY PL, SUITE #220 AMERICAN PROPERTY USE NO. DESCRIPTION
'� $ LAKE OSWEGO, OR 97035 MANAGEMENT CORPORATION 6975 SW SANDBURG
m '' TOM MCAUUFFEBROADWAY, SUITE00 X T-1 TITLESHEET STREET
U 2154 NE 2 TIGARD,OR97223
_. , Garden Ham- I•+ "•� PH: (503) 936-0002 PORTLAND, OR 97232 SV-1 SURVEY
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Lam';: -,� a � s �' _ ( � `� i X GN-1 GENERAL NOTES PROJECT:
p / I 1 T ! . ,; . PROJECT ENGINEER: CONSTRUCTION MANAGER: X A-1 OVERALL SITE PLAN LTE 5C
n.a VELOCITEL INC.
qv,. ® 3 VELOCITEL, INC. X A-2 COMPOUND LAYOUT PLANS
Gtionwy -. ..cyreybnrneyHd ` ` s 4004 KRUSE WAY PL, SUITE #220 4004 KRUSE WAY PLSUITE #220 ISSUED FOR:
�, ) ', •retzsr, w_V&nom— L_ =—" .d�� 6 LAKE OSWEGO, OR 97035 X A-3 EQUIPMENT LAYOUT PLANS1 y LAKE 05WEG0, OR 97035
,fir. ' fa PAUL TIBBOT, P.E. JAY TELFORD X A-4 ELEVATIONS CONSTRUCTION
�a ,0 ' PH: 699-3050 PH: (503) 699-3050 A-5 EQUIPMENT DETAILS
i �4 f 4 y/ 5 (503) A-6 EQUIPMENT DETAILS REV. DATE SUBMITTALSDESCRIPTION BY
"6s - t3<_ a9. CODE INFORMATION: ZONING CONSULTANT: A-7 SITE DETAILS
,'..6-,--0);g45�" � �'Eltf m e ..„___91-./.:
- I ,� .p A 11/02/16 PREUM CD BT
i.Y , 3 ,, i - .I C�•` ZONING CLASSIFICATION: C-P VELOCITEL, INC. A-8 GRADING & EROSION CONTROL PLAN D 12/21/16 FINAL CD BT
• , n* is I `- PROFESSIONAL COMMERCIAL) 4004 KRUSE WAY PL, SUITE #220
a , TT BUILDING CODE: IBC 2012 LAKE OSWEGO, OR 97035 A-10 GENERATOR R DETAILS CONTROL DETAILS
' �, a z [ CONSTRUCTION TYPE: IIB TOM MCAULIFFE
{ I { OCCUPANCY: U (503) 936-0032 A-11 PROPANE TANK DETAILS
SITE LOCATION + � JURISDICTION: CITY OF TIGARD A-12 SIGNAGE DETAILS
1 ' . 1 A-13 SIGNAGE DETAILS
Q TTp,ra, s�, .s,;y r. SITE LOCATION: (BASED ON NAD 83) X RF-1 ANTENNA CONFIGURATIONS
4' � \ [ �., TAX LOT #: 2S101DD00101 X RF-2 RF DETAILS
• - SITE E LOCATION LATITUDE: N 45' 25' 17.71" (45.421586)!OFFICE COPYRF-3 RF DETAILS3s H r '' ',1- - '�.; LONGITUDE: W 122' 44' 49.34" (-122.747039) -
X RF 4 RF NOTES
r 'Is I ---`'•e'yA' N I i me N TOP OF (E) STRUCTURE AGL' 39' X G-1 GROUNDING PLAN FA!: 10094146
IN TenCvrarC: =—•,p, 111)
BASE OF STRUCTURE AMSL• t 238'
cl. a X G-2 GROUNDING DETAILS DRAWN BY: BT
I I • 3 r ` y G-3 GROUNDING DETAILS CHECKED BY: PT
q -4,, G-4 GROUNDING DETAILS CURRENT ISSUE DATE:
NTS ' „Y 1 Ed NTS , PROJECT
P oz MArE LEASE AREA: 240 SQ. FT. E-1 UTILITY SITE PLAN
°enr = "� 12/21/16
E-2 ELECTRICAL DETAILS
DRIVING DIRECTIONS GENERAL INFORMATION: E-3 ELECTRICAL DETAILS STAMP
S-O.O GENERAL NOTES
START OUT GOING SOUTHEAST ON SW 72ND AVE TOWARD SW COOS CT. TAKE THE 1ST LEFT ONTO SW SAGERT ST. SW SAGERT ST IS JUST PAST SW COOS CT. 1. PARKING REQUIREMENTS ARE UNCHANGED. S-1.0 ROOF FRAMING PLAN & DETAIL Ep PROF
TURN LEFT ONTO SW 65TH AVE SW 65TH AVE IS JUST PAST SW WAMPANOAG DR. SW 65TH AVE BECOMES SW NYBERG ST. MERGE ONTO I-5 N/PACIFIC HWY 1 2. TRAFFIC IS UNAFFECTED. S-2 STRUCTURAL DETAILS
N 1-TOWARD
D P O TOWARDRTLANTTASALEA1 THE KRUSE WAY EXIT, DOT 2928, TOWARD 72ND AVE. TURN RIGHT ONTO OR-217/BEAVERTON TIGARD FWY. TURN LEFT TO TAKE THE 3. NO SIGNAGE IS PROPOSED. �S� G I, .r,, Icy
LEGAL DESCRIPTION C 't't PE-
PROJECT DESCRIPTION: CROSS ROADS CENTER `L
APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS 6975 SW SANDBERG ROAD
GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE TELECOMMUNICATIONS FACILITY CONSISTING OF A (3) SECTOR ANTENNA ARRAY ON AN 1 2
AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO PORTLAND, OR 97223-8073 OREGON
CONSULTANT1/1• al 's
EXISTING BUILDING ROOFTOP AND AN EXISTING INDOOR EQUIPMENT ROOM LOCATED ON 3RD ' Nfh9.?ID
FLOOR OF EXISTING BUILDING. R I7 ��
o CONSTRUCTION COORDINATOR COMPLIANCE
AT&T WILL INSTALL ON ROOFTOP:
g LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER • (1) LTE 850 RRH PER SECTOR (3) TOTAL RENEWS 06/30/18
6i PROJECT MANAGER DEPLOYMENT MANAGER CITY OF TIGARD DOCTHISUMENTS w
SITE ACQUISITION EQUIPMENT ENGINEER PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
ZONING INTERCONNECT Approved by Planning �T�AT&T MOBILITY B STRICTLY
SITE ACQUISITION MANAGER OPERATIONS Date• /ERI I / r 1
• SHEET TIRE
EPERMITS RF ENGINEER
Tv REVIEWERS SHALL CLEARLY PLACE INITVALS ADJACENT TO EACH
RF ENGINEER MANAGER Initials: TITLE SHEET
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
SHEET NUMBER: REY.
T_1 0
GENERAL NOTES: GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES
�-- '
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 SI La SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND
> 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 OWNER REQUIREMENTS. 1
SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS '�/�'.•"' MOBILITY
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 TOWER/POLE NOTES:
- THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SiTES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0'. LAP ADJACENT MATS OF WELDED --
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE 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
4 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 ANTENNA. 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. l
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 I
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 ENGINEERING 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 SET BBU BATTERY BACKUP UNIT MGR MANAGER LAKE OSWEGO,OR 97035
FORTH IN THE CONSTRUCTION MD CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL. METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(D #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 APPUCABLE). BLK BLOCKING MISC MISCELLANEOUS 503-636-2501(FAX)
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 (S 15 BARS) 11¢" CLG CEIUNG 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 N0. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) Y4" CONC CONCRETE NTS NOT TO SCALE
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION DC ON CENTER SITE ID: PR35
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 TIGARD
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 DN DOWN PLYWD PLYWOOD 6975 SW SANDBURG
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 STREET
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE DWG DRAWING PROP PROPERTY TIGARD,OR 97223
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SiTE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIAL ON WHICH TT IS PLACED (3,000 PSI 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 MINIMUM). ELEV ELEVATION REQ REQUIRED
CONTRACT. INSTALLATION. ELEC ELECTRICAL RF RADIO FREQUENCY LTE 5C
14. ALL EXPANSION ANCHORS TO BE HILTi BRAND. ADHESIVE ANCHORS REQUIRE
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNI FSS WANED BY ENGINEER AND LOCAL EQUIP EQUIPMENT RO ROUGH OPENING ISSUED FOR -
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNI FCS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL RU., AND MULCH. JURISDICTION. EXT EXTERIOR RRH REMOTE RADIO HEAD CONSTRUCTION
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FlF FIBER INTERFACE FRAME SHT SHEET
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED STRUCTURAL STEEL NOTES: 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 FLUOR FLUORESCENT SPEC SPECIFICATION REV. DATE DESCRIPTION BY
IN STRICT ACCORDANCE WiTH ALL APPLICABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLR FLOOR SF SQUARE FOOT A 11/02/16 PRELIM CD Bi
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. FT FOOT SS STAINLESS STEEL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC GA GAUGE STL STEEL 0 12/21/16 FINAL CD BT
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GALV GALVANIZED STRUCT STRUCTURAL
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GC GENERAL CONTRACTOR STD STUD
5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. 'SPECIFICATION FOR GRAD 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 THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GSM GLOBAL SYSTEM MOBILE THRU THROUGH
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH GYP GYPSUM BOARD TMA TOWER MOUNTED AMPUFIER
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WiTH THE PROJECT. 2003 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE HORZ HORIZONTAL TND TINNED
6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HR HOUR TYP TYPICAL
9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. INSPECTION REPORTS AND TEST RESULTS. HT HEIGHT UMTS UNIVERSAL MOBILE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED ID INSIDE DIAMETER TELECOMMUNICATION SERVICE
OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR ON 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: IN INCH VERT VERTICAL
STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE INFO INFORMATION W/ WiTH
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF MEMBER 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. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INT INTERIOR WCS WIRELESS COMMUNICATION F* 10094146
MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI LBS POUNDS SERVICE DRAWN BY: BT
PROJECT SiTE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LTE LONG TERM EVOLUTION WP WATER PROOF CHECKED BY: PT
IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTiNGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI LEGEND CURRENT ISSUE DATE
NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 12/21/16
PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION BOLTS ASTM A325 TWIST-OFF - - SUBJECT PARCEL
1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL - SECTION LINES STAMP:
12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL PROPERTY LINES
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. - -
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: - - RIGHT-OF-WAY LINES ���p pROf
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. AU. WELDING SHALL BE IN CONFORMANCE WiTH A.I.S.C. AND AWS STANDARDS •- .015 -• PROPOSED CONTOUR- MAJOR p
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 - PROPOSED CONTOUR- MINOR S� tl�
13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE G 1�',g O
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE .005 DOSING CONTOUR - MAJOR C'1 ¢ .t
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 EXISTING CONTOUR - MINOR '�► TO '[PES
PROPERTY OR PREMISES. SiTE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED1 SHALL BE PERFORMED USING E70 XX -cx- -cx- -CX-CX- COAXIAL CABLE RUN it y
it
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COW BENDS IN REINFORCING STEEL IS -FO FO- -FO-Fo- FIBER OPTIC CABLE RUN �/ �'
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF E E -E E- ELECTRICAL CABLE RUN
14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES; WELDED BARS. OREGON
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED -T T- -T T- TELECOM UNDER/OVER HEAD 12' 1/1 VO
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -❑ 0- -0 0- FENCE - SEDIMENT p,'LO
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES FENCE - CHINLINK, /W BARB TT�� ,,�p
15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "L D 1»
< TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE OSSC. CEMENT SHALL BE ASTM C150, 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
i PORTLAND CEMENT TYPE II U.N.O. MEMBERS.' RENEWS 06/30/18
g 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES
• NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.)
�'
PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE NFDRIMTION CONTAINED IN THIS
SET of CONSTRUCTION DOCUMENTS IS
a 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA. ASTM ® DISCLOSURE PROPRIETARY BY RATION ANY USE OR
INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. RELATES TO AT&T MOBILITY IS STRICTLY
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROHIBITED.
gl 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WiTH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN
CAUTION! CALL BEFORE YOU DIG! BURIED UTIUTIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WiTH THE PAINT
E
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS. Know what's below. SHS T
TRE
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 51), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call before you dig. GENERAL NOTES
N CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO
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E ��-ff {I
N
N
ig ME 1S0 VIEW SHEET NUMBEM REV.
NOT USED 4 NOT USED 3 NOT USED 2 SCALE : NTs 850 RRH UNIT W/SOLAR SHIELD 1 R F-2 0
CABLE MARKING TAGS
'` at&t
�o��'!�''� MOBILITY
TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A MEAL `—
TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING
LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE'. THE TAG SHOULD BE MOBILITY CORP.
ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T19ao1 STMOBI AVE.,ORP.200
TUALATIN,OR 97062
4 THE FOLLOWING ARE 3 DIFFERENT
FORMATS TO BE USED FOR THE 1°A (1°A 1 A
BRASS TAGS. T8 313.y 69U9
FDH VELOCITEL
ENGINEE RIN4 INN IIVATIIIN
DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C
4004 KRUSE WAY PLACE
FORMAT A IS TO BE USED WHEN THERE BLDG.4004, #220
IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO LAKE .4004,SUITE OR#720
TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT 503-SWEGO,(MAIN)
035
THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 50-699-2501 (FAX)
TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING
AT THE TOP OF THE TOWER.
THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER SITE ID: PR35
DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE
TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TIGARD
TECHNOLOGY.
SECTOR GAMMA SECTOR ALPHA 6975 SW SANDBURG
RF CABLE C2 Al RF CABLE A2 STREET
THROUGH C6 AS THROUGH A6 AS TIGA STST OR 97223
REQ'D REQ'D
PROJECT:
LTE 5C
ISSUED FOR
Cl B1 CONSTRUCTION
SUBMITTALS
SECTOR BETA REV. DATE DESCRIPTION BY
RF CABLE B2
THROUGH B6 A 11/02/16 PRELIM CD BT
AS REQ'D 0 12/21/16 FINAL CD BT
NOTE:
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
FAQ: 10094146
1 X END OF THE MAIN COAX RUN WHERE THE COAXIAL
CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: 81
CHECKED BY: PT
2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER CURRENT
ISSUE DATE I
(AS APPLICABLE).
12/21/16
3. X END OF JUMPER AT BTS CABINET STAMP
X - ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. 31 PROF ��
CABLE COLOR MARKING .4.."4.4
X+61 N' 4'' .E
IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE '�"
BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABEUNG. `'+`
THE COLORS SHALL BE AS FOLLOWS: OREGON
SECTOR A. RED 12( 1/1. so
SECTOR B: BLUE91
:21:)55
SECTOR C: GREEN D
a 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. OF INFORMATION IS
NNED IN THIS
PROPRIETARY BY NATURE ANY USE OR
COAX BOOT SPECIFICATION TO OT�MD&ANIY IS A S Y
WHICH
ENTRY BOOTS TO SEAL COAX WITHIN 6' CONDUITS SHALL BE:
} i
PROHIBITED.
ROXTEC H SEAL H3-150 / 3X (28-54) / 20EET `
E SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) RF NOTES
a CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL
SHEET NUMBER REV.
R F-4 0
v GENERAL GROUNDING NOTES: _
o 0 0 0 0 0 0 0 �, tl
� at&t
a 1 GRADE, WHICHEVER IS GREATEERR.DCONFl CONFIRM DEPTH WITH JURISDICTION. FTM �. MOBILITY
1 w,.,
2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP.
I% 19801 SW 72ND AVE.,STE.200
0 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METAWC TUALATIN,OR 97062
GROUND ALL RRH'S COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
�-�� o ' AS REQUIRED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT ll
��' ' ;p;E;N;
act.' / <\ 4. ALL BE- HWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE
/4(�'` ABOVE GROUND. 4004 KRUSE WAY PLACE
BLDG.4004,SUITE#220
1 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND LAKE 04004, OR 97035
o ,_)_, \ OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 503-SWEGO,699-3050(MAIN)
o 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX)
AtA
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
I� \ 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
STSILM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO SITE ID: PR35TIGARD
DOCUMENT ALL CADWELDS AND GROUND RING
A 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTAWNG 6975 SW SANDBURG
APPROXIMATE LOCATION OF o ® GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. STREET
TIGARD,OR 97223
PRIMARY GROUND BAR AT
TOP OF BUILDING GENERAL ROD NOTES (WHERE APPUCABLE): PROJECT:
__ ___7 LTE 5C
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE !LaiING ONCE
THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMD ISSUED FOR:
UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION
THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO
�'� // POINTS ALONG THE ILbIING UGRAPHED OUT TO UB ITTALS
LESS THAN 9 TEST NE S M
o rF®III uon
F F(1= —F0—10 10 10 SHOW THE PLATEAU. REV. DATE DESCRIPTION BY
�® IF® 1FO= = - 10 - ti E�_ –FO�O–_ED-FO FO��---EO
2. 2 POINT GROUND TEST OR 3 POINT 629K TESTS WILL NOT BE ACCLrI U) A 11/02/16 PRELIM CD 81
0000 AS ALTERNATIVES TO THEO AFOREMENTIONED GROUND IOM TEST SHALL BE 0 tz/zt/ts FINAL CD BT
��,�� PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
\ i��j` SFA-��/ GRIDS AND EXISTING COMMUNICATIONS FACILITY.
\\� c
„ ��iiiiiiiii \ SYMBOL DESCRIPTION
't, 0 000
` % J 0 COPPER GROUND ROD
.a,
�� \ 0 !LSI WELL
:40000PIR 0 0000 ® CADWELD CONNECTION
APPROXIMATE LOCATION OF OFAA 10094146
GROUND BAR AT SECTOR SLEDCHECKED
\ � ® GROUND BAR ��BY, �
(1) PER SECTOR (3) TOTAL '- v MECHANICAL CONNECTION BY: PT
I CURRENT ISSUE DATE:
`���b, FIELD VERIFY & TIE INTO 12/21/16
EXISTING GROUNDING SYSTEM
� �� II � o STAMP:
0i °
Aj 0Q1PE i
ir
.OREGON
.. _____
'0 ��.. 12 f 1/1. Ctt e.
O. \ D.118
\- ,-/x,- r RENEWS 07/30/18
61 /4%i° SL"fCONS THE INFORMATION
D�O�IXTY�EHT56
- m �� 177. MS
PROPPoETARY BY NATUPo:.ANY USE OR
/.;. - DISCLOSURE OTHER THAN THAT WHICH
\ \ ' RELATES TO AT&T MOBILITY IS STRICTLY
\\4 'c, ,1\\,
PROMBRED.
_�\ /� I SHEEP TITLE:
\ / , �,— GROUNDING
N 'gl 1.."r PLAN
SHEET NUMMBBERR: ♦ REV.
22,(34'SCALE: r-5' , ,—, I' GROUNDING PLAN 1 ^ 1 D
11'217'SCALE 1"..10' 0' 5' 10'
SURGE PROTECTOR DOUBLE CRIMP /� `"
' & OR FIBER POWER CONNECTION, TYP � 'a, �� *,,._...1••••.„„,_.L ) at&t
4"x 30"x Y4" THICK �j� �t� ��Y
CONNECTOR UMTS/GSM / COPPER GALVANIZED �� x''9(6 ® �� •fr MOBILITY
____ _ I1 AL�EdNA INTERIOR / I GROUND BAR X'x4"x1 4' GROUND KITS WITH LONG BARREL ; ` ,�
GROUND RING // I .11
� �\ THICK COPPER COMPRESSION DOUBLE LUGS AND
GALVANIZED �r INSPECTION WINDOW, ATTACH TO TYPE NC TYPE SS AT&T MOBILITY CORP.
I RRH(S), TM �i I T // 7_4- ••, �� BOND RF BUS BAR GROUND BAR GROUND BAR TYPE TAYlL
/ \� j� TO "I" SECTION 19801 SW 72ND AVE.,STE.200
4.
I.
/ ISOLATOR '�s.� 4101 TUALATIN,OR 97062
DC�FlBER �' o \^' 1 n n (WHEN C.`+r J
TO RRH �r.. 0000 0o00000000o0
Pi
APPLICABLE) •ail
111 000000000000000 ))
i �—FO e FO 0�I—CX- CX ��`I WALL MOUNTING�I'I �`l` UTIUZE GROUND KITS WITH (° 0 0 0 0 0 0 0 0 0 0 0 0 0
#2 AWG AND 2-HOLE °°° °°°°°°°°°°° 41 r % % FDH VELOCITEL
(2) #2 AWG GROUND I o� BRACKETu I,'. )
\ I" �'� COMPRESSION LUGS UNLESS LI #2 °
o _-_- WIRE TO RRH, TYP�/ \ ISOLATOR, TYP SPECIFIED OTHERWISE TINNED COPPER TYPE W T1PE TYPE TYPE PT ENC2INEE RINB INN°VATI°N
LL, WIRE CADWELD _
�\/ BOND DC BUS BAR & "A" SECTION BONDED T0: = 4004 KRUSE WAY PLACE
P POTENTIAL SURGE PRODUCINGi • (TYPE-GL) ftt
p BLDG.4004,SUITE#220
L�DC AND FIBER TOdiNatill COAX RUN I EQUIPMENT TO "P" SECTION (yj� p� LAKE OSWEGO,OR 97035
SURGE PROTECTOR(S) INTERIOR GROUND RING ��"1 �` ,,., \'� 503-699-3050(MAIN)
Q� 1_- EXOTHERMICALLY WELD j2 AWG EXTERNAL STH GROUND _ "X" VARIES ���
I4 BARE TINNED SOUD COPPER WIRE (BURIED GROUND RING) , ��:••`
503-636-2501 (FAX)
w MOUNT GROUNDING BUS BAR NEAR I2 AWG GROUND WIRE CONDUCTOR TO GROUND BAR. • METALUC COLD WATER PIPE
° ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GL
MOUNT GROUNDING BUS BAR GROUND RING AND PROVIDE • BUILDING STEEL
W TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) SITE ID: PR35
o WITH ISOLATION •;,s=,•. ;7.1 NOTE: CADWELD "YPES" SHOWN ABOVE ARE EXAMPLES CONSULT WITH TIGARD
1 may d 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,
WELD EXAMPLES 2 6975 SW SANDBURG
WAS:NIS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: WS CELL REF GROUND BAR(CRGB) 4 SCALE:NIS GROUND BAR 3 SCALE:NIS CAD STREET
TIGARD,OR 97223
PROJECT:
LTE 5C
ISSUED FOR:
CONSTRUCTION
SUBMITTALS
REV. DATE DESCRIPTION BY
A 11/02/16 PRELIM CD BT
0 12/21/16 FINAL CD BT
FA': 10094146
DRAWN BY: BT
CHECKED BY: PT
CURRENT ISSUE DATE
12/21/16
STAMP:
'ROFF'
N41PE'
OREGON
12( 1/1 h9•') 6c
"L D TO'
E
RENEWS 06/30/18
V
THE RW'ORMATION CONTAINED IN IS
o SET OF CONSTRUCTION DOCUMENTS 6
` 6 PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
• i RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE
GROUNDING
E DETAILS
SHEET NUMBER: REV.
NOT USED 1 G-2 0